HomeMy WebLinkAbout2024-03-19 - Agenda Packet
MARCH 19, 2024- 6:00 P.M.
DESIGN REVIEW COMMITTEE
MEETING AGENDA
RAINS ROOM
CITY HALL
10500 Civic Center Drive
Rancho Cucamonga, CA 91730
A. Call to Order
Roll Call: Commissioner James Daniels
Commissioner Al Boling
B. Public Communications
This is the time and place for the general public to address the Committee on any item listed or not
listed on the agenda. The Committee may not discuss any issue not included on the agenda but set
the matter for a subsequent meeting.
C. Consent Calendar
C1. Consideration to adopt Meeting Minutes of May 16, 2023.
D. Project Review Items
D1. DESIGN REVIEW – ELECTRIC PICKLE - A request to construct a 14,678 square-foot building
for a restaurant/bar with outdoor patio dining; 10 pickle-ball courts; and a 1,771 square-foot
building with a coffee bar, restrooms, and storage within the Urban Neighborhood General Plan
designation and The Resort Specific Plan, located at the northwest corner of 4th Street and
Resort Parkway - APN: 0210-102-07 (Design Review DRC2023-00248).
D2. DESIGN REVIEW – FOOTHILL LOFTS, LLC – A request to construct a mixed-use
development comprising 385 residential units and 6,216 square feet of commercial lease area
on approximately 8.41 acres of land at the southeast corner of Foothill Boulevard and Elm
Avenue. The project area has a General Plan land use designation of City Corridor – High.
APN: 0208-961-05, -06, and -07 (Design Review DRC2022-00162).
E. Adjournment
The Design Review Committee has adopted Administrative Regulations that set an 11:00 p.m. adjournment
time. If items go beyond that time, they shall be heard only with the consent of the Committee.
Design Review Committee Meeting Agenda – March 19, 2024
Page 2 of 2
If you need special assistance or accommodations to participate in this meeting, please
contact the Planning Department at (909) 477-2750. Notification of 48 hours prior to the
meeting will enable the City to make reasonable arrangements to ensure accessibility.
Listening devices are available for the hearing impaired.
I, Elizabeth Thornhill, Executive Assistant of the City of Rancho Cucamonga, or my designee,
hereby certify that a true, accurate copy of the foregoing agenda was posted seventy-two (72)
hours prior to the meeting per Government Code 54954.2 at 10500 Civic Center Drive, Rancho
Cucamonga, California and on the City’s website.
Design Review Committee Meeting Rains Conference Room
Meeting Agenda
May 16, 2023
DRAFT MINUTES
Rancho Cucamonga, CA 91730
6:00 p.m.
A. Call to Order
The meeting of the Design Review Committee held on May 16, 2023. The meeting was called to order by
Sean McPherson, Staff Coordinator, at 6:02 p.m.
Design Review Committee members present: Vice Chair Commissioner Tony Morales and Commissioner
James Daniels.
Staff Present: Tabe van der Zwaag, Associate Planner, Mena Abdul-Ahad, Assistant Planner.
B. Public Communications
Staff Coordinator opened the public communication and after noting there were no public comments,
closed public communications.
C. Consent Calendar
C1. Consideration to adopt Regular Meeting Minutes of April 18, 2023.
Motion carried 2-0 vote to adopt the minutes as presented.
D. Project Review Items
D1. TENTATIVE TRACT MAP, DESIGN REVIEW, MINOR EXCEPTION & TREE REMOVAL PERMIT –
MANNING HOMES - A request to subdivide 9.15 acres of land into 22 lots including the Design Review of
22 single-family residences, a Minor Exception for increased wall heights, and a Tree Removal Permit to
remove onsite trees for a project site located at the southeast corner of Etiwanda and Highland Avenues in
the Low (L) Zone (2 - 4 Dwelling Units per Acre); APNs: 0227-151-03. A CEQA Section 15183 Compliance
Memorandum has been prepared for this project. Related files: Tentative Tract Map SUBTT20566, Design
Review DRC2022-00348, Minor Exception DRC2022-00349, and Tree Removal Permit DRC2022-00350.
Committee member Morales commented on triangular piece and suggested that it could be fenced off.
Applicant agreed that IF it is proven to be theirs, they will landscape and consider fencing. Committee
Member Daniels mentioned that Eucalyptus trees are up to their discretion. Committee Member Morales
expressed his thanks for the project, including circular driveway and rock curbs. He also commented that
Highland tends to be high traffic area and asked if the city would consider any signage saying, “intersection
coming up”. Applicant stated that landscaped walls and trees have been limited to provide for site line
visibility. Committee Member Morales commented on use of the park and asked if is public. Staff responded
that the General Plan aims to complete neighborhoods, which partly includes inviting public and other
residents into the park and passive areas.
The Committee took the following action:
Recommend approval to PC. 2-0 Vote.
D2. DESIGN REVIEW – PATRIOT PARTNERS - A request to construct two warehouse/distribution
buildings totaling 91,369 square-feet within the Neo-Industrial (NI) District, located at the northeast corner of
Hermosa Avenue and 4th Street. APN: 0210-371-07 (Design Review DRC2022-00209).
The Committee complimented on the layout and site design. Appreciated that all queuing can occur
on site. Asked if project will result in two lots. Applicant responded yes. Asked if there will be reciprocal
parking. Applicant responded that both parcels are sufficiently parked. Committee stated that truck
and cab maneuvering may be difficult in the southwest corner of northerly parcel. Asked about EV
parking - only 3. Staff confirmed that project meets parking. Each committee member expressed their
opinion over color; Committee Member Daniels expressed he prefers compatible color design.
Committee Member Morales differed, suggesting his opinion is the project sticking out is a good thing.
The Committee took the following action:
Recommend approval to PC. 2-0 Vote.
E. Adjournment
Meeting was adjourned at 6:53 p.m.
Respectfully submitted,
Elizabeth Thornhill, Executive Assistant
DESIGN REVIEW COMMENTS
March 19, 2024
6:00 p.m.
Bond Mendez, Associate Planner
DESIGN REVIEW – ELECTRIC PICKLE - A request to construct a 14,678 square-foot building
for a restaurant/bar with outdoor patio dining; 10 pickle-ball courts; and a 1,771 square-foot
building with a coffee bar, restrooms, and storage within the Urban Neighborhood General Plan
designation and The Resort Specific Plan, located at the northwest corner of 4th Street and Resort
Parkway - APN: 0210-102-07 (Design Review DRC2023-00248).
Site Characteristics and Background: The 2.88-acre vacant lot is located at the southernmost
portion of the Resort Specific Plan Planning Area 1A (PA1A). The location of the project site is
within area S-19, which is designated as the Mixed-Use (MU) Placetype. The project site has
dimensions of approximately 331 feet (east to west) and 340 feet (north to south). The remainder
of the Resort is developed with condominiums along the east side of The Resort Parkway and is
developed with apartment buildings and amenities along the west side of The Resort Parkway.
The existing Land Use, General Plan, and Zoning Designations for the project site and adjacent
properties are as follows:
Land Use General Plan Zoning
Site Vacant Urban Neighborhood The Resort Specific Plan,
Planning Area 1A
North Multi-Family Residential Urban Neighborhood The Resort Specific Plan,
Planning Area 1A
South City of Ontario Urban Commercial Ontario Center Specific Plan
East Multi-Family Residential Urban Neighborhood The Resort Specific Plan,
Planning Area 1A
West Office/Business Park 21st Century
Employment Mixed Employment 2 (ME2)
Project Overview and Site Planning: The applicant proposes to construct two commercial
buildings totaling 16,449 square feet. Building 1 measures 14,678 square feet and is located in
the center of the site. Building 2 measures 1,771 square feet and is located at the southeast
corner of the site. The larger building is the two-story primary structure proposed to include a
restaurant, bar, and outdoor dining. It also includes a small retail “pro shop” and indoor golfing
range simulation for recreation. The smaller single-story building on the corner is a coffee bar that
will have limited operating hours and will feature a walk-up window that faces the public right-of-
way on the corner of 4th Street and Resort Parkway. The site includes 10 pickle-ball courts, 2
bocce courts, and open lawn space for general leisure. The site will be accessed via a single
driveway from Resort Parkway.
DRC COMMENTS
DESIGN REVIEW DRC2023-00248 – ELECTRIC PICKLE
March 19, 2024
Page 2OMMENTS
Landscape: Landscaping is generally distributed along the project’s 4th Street frontage, along the
west property line, and distributed throughout the parking lot. There is also landscaping including
trees and a lawn area within the interior/central portion of the site. The project will be conditioned
to incorporate tiered landscaping along the street frontages in compliance with the Resort Specific
Plan.
Architecture: The proposed buildings will have an industrial architectural style including standing
seam metal paneling painted with a palette of two colors including dark bronze and slate gray.
The buildings will include Hardie siding panels in an evening blue color finish, and Indiana
limestone veneer accents at various locations. Other than the south elevations both buildings,
which include the outdoor dining on the primary building and walk-up window on the secondary
building, there is limited articulation designed throughout the wall planes in order to maximize the
efficiency of the interior space and accommodate the back-of-house uses. However, this limited
articulation does not result in an overwhelming building mass, as trellis projections aide in
breaking up the building façades. Additionally, the application of glass panels along the building’s
rear elevations, which is mostly visible from the parking lot and property to the north, adds
architectural interest to the wall planes.
DRC COMMENTS
DESIGN REVIEW DRC2023-00248 – ELECTRIC PICKLE
March 19, 2024
Page 3OMMENTS
Figure 1: View of Building 1 north elevation from interior of the site within the parking lot.
Figure 2: View of Building 2 south and east elevation from the corner of 4th Street and Resort Parkway.
Development Standards: The project complies with all pertinent standards in the Mixed-Use (MU)
Placetype of the Resort Specific Plan, as demonstrated in the following table:
DRC COMMENTS
DESIGN REVIEW DRC2023-00248 – ELECTRIC PICKLE
March 19, 2024
Page 4OMMENTS
Parking: Parking is distributed across the northern and eastern portions of the site between the
property to the north and along the frontage on Resort Parkway. Required parking for the project
was calculated with the floor areas for both buildings and then deducting areas of the buildings
as allowed within the Development Code. Based on this calculation, the project will require a total
of 120 vehicle parking stalls. The project provides 139 stalls, meeting the parking requirement.
Signage: The conceptual signage within the plans is not part of the review and will be subject to
a separate application and review with Planning and Economic Development staff.
Staff Recommendation: Staff requests the Design Review Committee to review the project, and
provide direction on the following outstanding design recommendations by Staff:
• Fences and Walls. Staff recommends replacing all proposed solid walls with tubular style
fencing, and to remove or relocate fencing from specific areas of the site.
• Shade structures. Staff recommends adding shade structures over all the outdoor
recreation courts. The applicant is proposing to install shade structures over the
recreational courtside seating areas.
• Elevations: Staff is recommending enhancing the elevations to break up massing and
potentially incorporate more fenestration, particularly along the east elevation of the
primary building which also enhances the building entry and primary façade.
With these design considerations, Staff recommends the selected action below to the Planning
Commission:
☐Recommend Approval of the design of the project as proposed by the applicant.
☒Recommend Approval with Modifications to the design of the project by incorporating
revisions requested by the Committee. Follow-up review by the Committee is not required. The
revisions shall be verified by staff prior to review and action by the Planning Director / Planning
Commission.
☐Recommend Conditional Approval of the design of the project by incorporating revisions
Development Standard Required Proposed Complies?
Building Height Max. 60’ 39’ YES
Floor Area Max 35,000 16,449 YES
Resort Parkway ROW Min. 5’ 5’ YES
4th Street ROW Min. 10’ 10’ YES
PA1A Boundary Setback from Cleveland
Avenue Min. 10’ 10’ YES
Setback from Interior Property Line 0’ 134’ YES
DRC COMMENTS
DESIGN REVIEW DRC2023-00248 – ELECTRIC PICKLE
March 19, 2024
Page 5OMMENTS
requested by the Committee. Follow-up review by the Committee is not required. The revisions
shall be Conditions of Approval and verified by staff during plan check after review and action by
the Planning Director / Planning Commission.
☐Recommend Denial of the design of the project as proposed by the applicant.
Design Review Committee Action:
Staff Planner: Bond Mendez, Associate Planner
Members Present:
Staff Coordinator: Sean McPherson, Principal Planner
Exhibit A – Project Plans
TL-07
0
0
0
ELEVATION /
LEVEL TAG
1 REVISION REFERENCE
1,2,3... CITY REVISION
A,B,C... OWNER REVISION
MATCH LINE
SEE X/XXX
EL. = 100'-0"SPOT ELEVATION
MATCH LINE
T.O. FOOTING
EL. = 96'-0"
DRAWING TITLE
NORTH ARROW
A101
1
ELEVATION TAG -
SINGLE VIEW
ELEVATION TAG -
MULTIPLE VIEW
DETAIL TAG
WALL SECTION
TAG
BUILDING
SECTION TAG
ENLARGED PLAN
OR DETAIL
REFERENCE
A101
1
SIM
VIEW NAME
1/8" = 1'-0"12
NORTH
234
ROOM NAME
101
150 SF
ROOM TAG
KEYNOTE
WINDOW TAG
EQUIPMENT TAG
101 DOOR TAG
PNT1
CPT1
FINISH TAG -
WITH EXTENT
OF FINISH
FINISH TAG -
ALL SURFACES
FINISH
TRANSITION
VB1
(WALL FINISH)
(BASE FINISH)
(FLOOR FINISH)
(ROOM NAME)
(ROOM NUMBER)
(ROOM AREA)
12
0
23
NORTH
DRAWING SYMBOLS
1/A201
1/A201
2/A201
1/A300
1/A450
DETAIL TOP
DETAIL BOTTOM
COLUMN OR GRID
LINE - NEW
COLUMN OR GRID
LINE - EXISTING
FIRE
EXTINGUISHER
EXIT SIGN
(ARROW INDICATES
DIRECTION OF EGRESS)
B3
WALL TYPE TAG
(SEE SHEET A600
FOR ADDITIONAL INFO)
1/A501
1/A502
14
A520
AR
(PART. TYPE)
(ASSY. TYPE)
SIM
(HEIGHT (IN.))(38)
3
A201
ELEVATION TAG -
DETAIL VIEW
2.1.2
VICINITY MAP
NORTH
SITE
Fourth StreetThe Resort Pky.Milliken Ave.Concourse St.Via AstiG000
COVER SHEET
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
PROJECT TEAM
OWNER
Eureka Restaurant Group
Contact: Paul Fredrick
12101 S. Crenshaw Blvd #400
Hawthorne, CA 90250
Tel: 310-331-8232
Email:paul@eurekarestaurantgroup.com
DESIGN
BRICK & WEST DESIGN
Contact:Michael Rumpeltin
Tel: 602-455-1982
Email:mike@brickandwest.com
CIVIL ENGINEERING
Madole & Associates
Contact: Mark Bertone
9302 Pittsburgh Ave Suite 230
Rancho Cucamonga, CA 91730
Tel: 909-481-6322 x 120
Email:mbertone@madoleinc.com
LANDSCAPE ARCHITECTURE (DESIGN/BUILD)
Conceptual Design and Planning Company
Contact: Jim Baldovin
Tel: 480-336-2518
3195-C Airport Loop Drive Studio One
Costa Mesa, CA 92626
Email:justin@agriscaping.com
FOODSERVICE
W West Equipment Company
Contact:Stacy Jackson
9355 Northfield Blvd.
Denver, CO 80238
Tel: 720-961-0336
Email:sjackson@wwestequipment.com
STRUCTURAL ENGINEERING
PK Associates
Contact: Steve Slonaker
7434 East McDonald Drive
Scottsdale, AZ 85250
Tel: 480-9228854 x 435
Email:SteveS@pkastructural.com
STRUCTURAL ENGINEERING (PEMB)
Bunger Steel
Contact:Cameron Bunger
8112 W Buckeye Road
Phoenix, AZ 85043
Tel: 480-800-9558
Email:cameron@bungersteel.com
OWNERSHIP AND USE OF INSTRUMENTS OF SERVICE
THE DESIGNS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, HAVE BEEN
PREPARED BY BRICK & WEST, LLC AND THEIR CONSULTANTS AND ARE INSTRUMENTS OF SERVICE. BRICK & WEST, LLC AND THEIR
CONSULTANTS WILL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS.
GENERAL NOTE REGARDING THE USE OF THESE DRAWINGS AS THEY RELATE TO THE OWNER'S OPERATION OF THE PREMISES AFTER COMPLETION OF CONSTRUCTION
THESE PLANS ARE DESIGNED IN ACCORDANCE WITH APPLICABLE BUILDING CODES INCLUDING THE INTERNATIONAL BUILDING CODES AND THE ADAAG AS WELL AS ALL OTHER
APPLICABLE CODES AND REGULATIONS LISTED ON THE PROJECT COVER SHEET. BY USE OF THESE INSTRUMENTS OF SERVICE, THE OWNER AND OPERATOR OF THE PROJECT
AGREE TO HOLD HARMLESS BRICK & WEST AND THEIR CONSULTANTS, REPRESENTATIVES, AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY ARISING FROM: 1.)
MODIFICATIONS TO THE INTENDED DESIGN REGARDLESS OF ANY REPRESENTATION MADE BY THESE DRAWINGS 2.) OPERATION OF THE PREMISES IN A MANNER INCONSISTENT
WITH THE CODES AND REGULATIONS LISTED ON THE COVER SHEET OF THESE DOCUMENTS AND ALL OTHER APPLICABLE REGULATIONS INCLUDING BUT NOT LIMITED TO
LIFE-SAFETY CONCERNS 3.) USE OF THE PREMISES IN ANY MANNER INCONSISTENT WITH ESTABLISHED INDUSTRY BEST-PRACTICES. IN NO CASE SHALL BRICK & WEST, THEIR
CONSULTANTS, REPRESENTATIVES, OR SUBCONTRACTORS BE HELD RESPONSIBLE FOR THE OWNER OR OPERATOR’S USE OF THE DESIGNS CONTAINED HEREIN.
for additional information and project requirements and instructions visit www.brickandwest.com/build REV 11.2.6
NOTE TO CONTRACTOR REGARDING BIDDING FROM CITY SUBMITTAL DRAWINGS, DRAWINGS MARKED N.F.C., OR DRAWINGS MARKED AS OR TRANSMITTED AS 'PROGRESS'
THESE DRAWINGS HAVE BEEN PREPARED FOR CITY PERMIT SUBMITTAL AND ARE NOT TO BE CONSIDERED 100% CONSTRUCTION DOCUMENTS UNTIL CITY PLAN REVIEW HAS BEEN
COMPLETED AND FINAL BUILDING PERMIT HAS BEEN ISSUED. THESE DRAWINGS ARE NOT ISSUED FOR PURPOSES OF CONSTRUCTION OR FOR NEGOTIATION OF FINAL GMP NOR SHOULD
THEY BE USED AS THE SOLE BASIS FOR ENTERING INTO A CONSTRUCTION CONTRACT WITH THE OWNER. IF THESE DOCUMENTS ARE TO BE USED FOR COST ESTIMATING THE
CONTRACTOR SHALL PROVIDE, IN THE PROJECT BUDGET, AN ALLOWANCE FOR POTENTIAL CHANGES BETWEEN THE CITY SUBMITTAL DRAWINGS AND THE FINAL APPROVED SUBMITTAL
AND CONSTRUCTION DOCUMENTS. ADDITIONALLY, MISCELLANEOUS ITEMS MAY NOT BE SHOWN ON THESE DRAWINGS. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO; INTERIOR
FINISHES, MILLWORK, EQUIPMENT AND FURNISHINGS AND EQUIPMENT SUPPORTS, BLOCKOUTS, ETC. THE CONSTRUCTION BUDGET SHALL ACCOUNT FOR THESE ITEMS EVEN IF THEY ARE
NOT SHOWN ON THE DRAWINGS. BRICK & WEST WILL NOT BE RESPONSIBLE FOR CHANGE ORDER COSTS INCURRED (INCLUDING DISCARDED MATERIAL AND OTHER INCIDENTAL OR
INDIRECT COSTS) DUE TO BIDDING OR ORDERING BASED ON THESE DRAWINGS. CONTACT BRICK & WEST FOR CLARIFICATION IF THE SCOPE AND QUANTITY OF ALLOWANCE TO BE
CARRIED IS NOT CLEAR.
for additional information and project requirements and instructions visit www.brickandwest.com/build REV 11.2.6
PROJECT SUMMARY AND CODE DATA
PROJECT NAME
Electric Pickle Rancho Cucamonga
9350 The Resort Parkway
Rancho Cucamonga, CA 91730
B&W PROJ. NO.11301
PROJECT DESCRIPTION
New 14,484 GSF two-story building with 10 pickle-ball courts, 8,090 SF of patio
dining areas, and a 1,220 GSF out-building with bar, restrooms, and storage.
DEVELOPMENT SUMMARY
PROJECT ADDRESS:9350 The Resort Parkway
Rancho Cucamonga, CA 91730
APN:0
EXISTING / PROPOSED ZONING:
SITE AREA:2.67971 AC
116,728 GSF
BUILDING AREA:14,742 GSF
DINING PATIOS:8,090 GSF
TOTAL DEVELOPMENT:22,832 GSF
TOTAL LOT COVERAGE:19.56%
NUMBER OF STORIES 2 Stories (Main Bldg.)
BUILDING HEIGHT 2 Stories (Main Bldg.)
44'-6"Building Height
OCCUPANCY A2
CONSTRUCTION TYPE 5B
SPRINKLERS:YES (DEFERRED)
FIRE ALARMS YES (DEFERRED)
STROBES YES (DEFERRED)
ANNUNCIATORS YES (DEFERRED)
FIRE EXTINGUISHERS:YES (DEFERRED)
STANDPIPES:YES
EMERGENCY LIGHTING: YES
EXITS (IBC Section 1019.1)
EXITS REQ'D 2 See Sheet G010
EXITS PROVIDED:0 See Sheet G010
# FLOORS:2 See Sheet G010
RESTROOM FIXTURES (See Sheet G010)
TOTAL OCCUPANTS:930
MALE:465
FEMALE:465
FIXTURES REQ'D:6.20
FIXTURES PROVIDED: (W/M)8 /
9
LAVATORIES REQ'D:2.33
LAVATORIES PROVIDED:10
PARKING SUMMARY: See Sheet G100
DEFERRED SUBMITTALS: (See notes at left)
Tenant Signage / Building Signage
Fire Sprinklers / Fire Alarm
APPLICABLE CODES:
APPLICABLE CODES/CRITERIA/DESIGN POLICY
AUTHORITY HAVING JURISDICTION:City of Rancho Cucamonga
2019 California Building Code (CBC) / 2018 International Building Code (IBC)
2019 California Electrical Code (CEC) / 2017 National Electrical Code (NEC)
2019 California Mechanical Code (CMC) / 2018 Uniform Mechanical Code
(UMC)
2019 California Plumbing Code (CPC) / 2018 Uniform Plumbing Code (UPC)
2019 California Green Buildings Standards Code (CalGreen)
2019 California Energy Code
2010 ADA/ICC A117.1-2009 for Accessibility
2018 International Fire Code (IFC)
SHEET INDEX
ISSUES
2023-10-16 DRB2024-01-15 DRB2024-02-28 DRB1. ISSUED (WITH SIGNATURE)
2. REVISED AND RE-ISSUED (WITH SIGNATURE)
3. NOT FOR CONSTRUCTION - FOR REFERENCE ONLY
4. RE-ISSUE FROM A PRIOR BID SET
5. OWNER CONSTRUCTION SET (REFERENCE ADD'L RFI RESPONSES / SKS)
6. PROGRESS / COORDINATION / OWNER
DRAWING USE
ARCHITECTURAL
G000 COVER SHEET 3 3 3
G099 EXISTING SITE PLAN 3 4 4
G100 OVERALL SITE PLAN 3 3 3
G101 PERIMETER FENCE PLAN 3 3 3
G102 FIRE ACCESS SITE PLAN -3 3
G800 SITE PHOTOMETRY 3 4 4
A100 FLOOR PLAN GROUND 3 3 3
A101 FLOOR PLAN SERVICE YARD 3 4 4
A110 FLOOR PLAN SECOND 3 3 3
A120 FLOOR PLAN CABANA 3 3 3
A140 ROOF PLAN MAIN BUILDING 3 4 4
A141 ROOF PLAN CABANA 3 4 4
A200 PROJECT ELEVATIONS 3 4 4
A201 PROJECT ELEVATIONS 3 4 4
A202 BUILDING ELEVATIONS 3 4 4
A203 BUILDING ELEVATIONS 3 4 4
A503 ARCHITETCURAL DETAILS -3 3
A630 FINISH SCHEDULE 3 4 4
A901 PERSPECTIVES 3 4 4
A902 PERSPECTIVES 3 4 4
A903 PERSPECTIVES 3 4 4
A904 PERSPECTIVES 3 4 4
A905 PERSPECTIVES 3 4 4
A906 PERSPECTIVES 4 4 4
CIVIL
C1 CONCEPTUAL GRADING 3 4 4
C2 CONCEPTUAL GRADING 3 4 4
C3 CONCEPTUAL GRADING 3 4 4
C4 PWQMP 3 4 4
C5 PWQMP - -1
C6 SITE UTILIZATION 3 4 4
LANDSCAPE
L-1 CONCEPTUAL LANDSCAPE PLAN 3 4 4
L-2 PLANTING GALERY 3 4 4
L-3 IMAGE GALLERY 3 4 4
Exhibit A
EXISTING VACANT LOT
NORTH G099
EXISTING
SITE PLAN
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 OVERALL SITE PLAN
1"=20'-0"
S1 @ 20'S1 @ 20'
S1 @ 20'S1 @ 20'
P1 @ 20'
S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'
S2 @ 20'
P3 @ 20'P3 @ 20'P3 @ 20'
P1 @ 20'EV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGTRASH/
GREASE
139 TOTAL PARKING SPACES
CLEVELAND AVENUETHE RESORT PARKWAYLOT 7
116,728 SF
2.68 AC.
4TH STREET 10'-0"MAIN BUILDING
TWO STORIES
(7,482 GSF FOOTPRINT)
12
8
16 1812
7 12
7
1112
13 11
CABANA BUILDING
1-STORY
1,765 GSF6'-6"5'-0"
118'-8" TO F.O.C.
121'-5" TO F.O.C.
94'-8" TO P.L.
107'-7" TO P.L.
16'-3"
TO F.O.C.
1
3
4 4
4 4 4 4 4 4 4 4
5
6
7
8
9
10
11
10
12
12
1314
15
16
17
18
20
21
22
23
26
28
29
24
30
35
36
39
20'-0"20'-0"10'-0"10'-0"
10'-0"10'-0"331'-3.3"328'-2.2"3
0
'
-
0
.
8
"
288'-11.3"
29'-4.
2"186'-11.9"152'-5.6"133'-7"105'-4"
10'-8"
10'-5"20'-3"77'-9"
52'-8"
48'-5"
11'-8"
31.01
03.10 03.10
03.07
24
24
24
24
19
31.01 31.01
03.04 03.04
31.01
31.01 31.0131.0131.01
31.01
31.01
31.01
24
31.0131.01
31.01
03.04
03.04
03.04
32.09
31.01
31.01
03.04
03.04
31.01
32.10
32.10
32.10
32.10
32.10
32.10
32.10
32.10
32.10
32.10
1111
32.11
32.11
22.03
05.09
32.10
32.10
03.16
03.08
03.08
03.08
31.01 31.01 31.01
32.0832.04
32.0532.05 32.05
888
8
26.02 26.02 26.02
26.02 26.02
26.0326.0326.0326.03 26.03 26.0326.0326.03 26.03
26.03 26.03 26.03
05.10
05.10
03.14
03.14
03.13
03.13
03.19
05.08
05.10 05.11
08.1221.01
21.02 26.04
22.01
22.04
32.02
32.06
32.06
32.07
04.03 05.17
04.02 (E)
04.02 (E)
04.02
05.16
05.16
05.15
04.03 05.17
04.03
05.13
05.13
05.17
31.01
26.05
04.03
10.0210.0210.0210.0210.02
01.01 01.01
18'-6"42'-6"
32.03
6'-0"
NORTH G100
SITE PLAN
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 OVERALL SITE PLAN
1"=20'-0"
SITE PLAN KEYNOTES
1 SERVICE YARD ENCLOSURE (MASONRY WALLS)
2 PARKING LOT LIGHTING (SEE SHEET G800)
3 BACK YARD BOCCE COURT
4 PICKLE BALL COURT
5 COVERED CABANA
6 COVERED OUTDOOR BAR
7 RESTROOMS / STORAGE BUILDING
8 OUTDOODR SEATING AREA
9 COVERED PERGOLA/ENTRY
10 GATES
11 DECORATIVE SITE FENCE (8'-0" H.) (SEE ELEVATIONS)
12 LINE OF OPEN_AIR SHADE STRUCTURE ABOVE (SEE ELEVATIONS)
13 SYNTHETIC TURF
14 FIRE PIT SEATING AREA
15 COVERED 'FRONT PORCH'
16 TRASH ENCLOSURE (MASONRY/SOLID GATES)
17 CONCRETE APRON / PAVEMENT
18 SES / ELECTRICAL SERVICE
19 CONT. TRENCH DRAIN WITH SAND/OIL INTERCEPTOR
20 GREASE INTERCEPTOR
21 STAGE
22 OUTDOOR LOUNGE AREA
23 PROPERTY LINE
24 FLUSH PAVEMENT / PED CROSSING
26 CENTERLINE AT ROW
28 AT GRADE LANDSCAPE AREA (SEE LANDSCAPE PLANS)
29 FIRE RISER ROOM / FDC
30 TRELLIS OVERHANG (SEE ELEVATIONS)
31 EXISTING SIDEWALK, CURB, AND GUTTER TO REMAIN
35 BICYCLE PARKING
36 NEW FIRE HYDRANT
39 WATER FEATURE - SEE DETAILS
SITE PLAN SPECIFICATION NOTES
SHEET G100 REFER TO SHEET G630 FOR SITE FINISHES (XX)
01.01 Designated loading zone with signage (10.02) to keep clear during
receieving and service hours.
03.04 CO1 Concrete sidewalk (see Civil Drawings). Integral color concrete
SIKA 'Smoke' or Lanon Stone' with top casst 15 finish (See Landscape).
Trowel finish. Concrete sealer.
03.05 Align saw cut Control joints 1" deep minimum for 4" slabs and at building,
planing area, and wall corners in all concrete flatwork. Minimum joint
spacing: 8 Feet.
03.07 Concrete 'Apron' slab as shown (see Civil)
03.08 Stamped integral color concrete - 'flagstone look' GC to provide mock-up
for approval by Brick & West prior to execution.
03.09 Gray concrete slab (see Civil drawings for additional information) finish to
match concrete work at site (driveway aprons)
03.10 ADA ramp (maximum slope 1:12). See Civil for grades.
03.11 CIP concrete water feature. See details. See plumbing for water and
drainage information.
03.12 (AK) CIP concrete wall (see elevations)
03.13 (AK) CIP Feature wall (see details)
03.14 (AK) CIP stepped seating wall. See details. See electiral and lighting
plans for step light specifications. 3/A504
03.16 Raised concrete stage (see Civil). See details.
03.18 Concrete ramp 1:12 max. slope. See details
03.19 CIP concrete fireplace. See site details. See plumbing for gas
information.
04.02 CMU (Masonry) perimiter wall to match multi-family parcel to the north.
See 7/A503
04.03 CMU (Masonry) pilaster to match multi-family parcel to the north. See
8/A503
05.08 Steel 'picket' fence (see design intent drawings). 3/A503
05.09 Steel view fence (see design intent drawings). Coordinate with retaning
walls and gates. 5/A503. Painted PT-02 per specifications.
05.10 Decorative steel EXIT gate. See door schedule and notes. Painted PT-02
per specifications.
05.11 Steel trellis (see structural) painted PT-02 per speficicatons.
05.13 Decorative tubular steel perimiter fence to match mult-family parcel to
north see 1/A503
05.14 Tubular steel gate at perimeter fence see to match 05.13 (by fence mfr.)
05.15 Metal fence at building entry locations (Electric Pickle standard) see
5/A503
05.16 Metal gate at building entry locations (Electric Pickle standard see
5.1/A503
05.17 Decorative steel fence see 3/A503
08.12 Steel doors at electrical cabinet. See door schedule. PT-02 per
specifications.
10.02 NO PARKING BETWEEN 5AM-11AM' sign mounted on steel gates at
enclosure wall.
21.01 F.D.C.
21.02 Fire Riser
22.01 Continuous trench drain tied to sand-oil interceptor. GC to coordinate
final elevation with concrete pour to ensure proper sheet flow to drain.
22.02 Grease interceptor (see plumbing)
22.03 Water feature (design-build) - see Plumbing drawings.
22.04 Gas plumbing to fire feature. See plumbing drawings
26.02 Site / parking lot lighting pole. See architectural details for base
dimensions and details. 4/A502
26.03 Pickleball court lighting (pole mounted). See electrical and lighting plans
and specifications for details. Coordinate shielding to elminate light
trespass beyond edge of court.
26.04 Service Entry Section (SES) / Electrical Gear (See electrical)
26.05 (E) Electrical transformer
31.01 Art-grade planting area (turn-down edge from flatwork). See landscape
plans for planting and irrigation requirements. See electrical and lighting
plans for landscape lighting information.
31.02 Elevated/curbed planting area. See landscape drawings for planting and
irrigation specifications. See electrical and lighting plans for landscape
lighting information.
32.01 Heavy-duty parking block (tupical as shown on site plan). Centered on
parking stall.
32.02 A-Safe 'I-Flex' Bollard anchored per all manufacturer's specifications and
requiements.
32.03 Bicycle Racks (see site furnishings schedule). Install per all
manufacturer's speficiations and instructions. 6/A502
32.04 (AE) Stablizied compacted decomposed granite paving.
32.05 18" deep hedge min 42" height. See landscape drawings for planting and
irrigation specifications. See electrical and lighting plans for landscape
lighting information.
32.06 Planting and planter within CIP concrete wall. See landscape drawings
for planting and irrigation specifications. See electrical and lighting plans
for landscape lighting information.
32.07 Fire feature as specificed. Coordinate final loation and gas routing with
plumbing drawings.
32.08 (AF) Synthetic lawn as specificed. See site finish schedule. See also civil
for graing, drainage, and substrate information.
32.09 Raised planter clad in steel. See site details. See landscape drawings for
planting and irrigation specifications. See electrical and lighting plans for
landscape lighting information.
32.1 Pickleball Court. see plans and specifications from court subcontractor
32.11 Bocce Ball Court - see plans and specifications from court subcontractor.
Edge details and lighting per archietctural and electrical.
PARKING SUMMARY (17.64):
108 REQUIRED (10,799 @ 10/1000 SF)
139 VEHICLE SPACES PROVIDED
5% BICYCLE PARKING 7 REQUIRED 9 PROVIDED
5% EV CAPABLE PARKING 7 REQUIRED 7 PROVIDED
ADA SPACES REQUIRED
101-150 SPACES = 5 REQ'D
6 PROVIDED
Building 1 Restaurant/Bar
First Floor Space/Use Sq. Ft. Space/Use Sq. Ft.
Pro Shop 216 Utility Room 243.5
Bar 800 Walk-In Fridge 319
Dining 2,306 Walk-in Freezer 92.5
Patio 1,571 Keg Cooler 188
Elevator 76 Liquor Storage 74.5
Entry/Host 298 Dry Storage 204
Server 134.5 Prep 357
Stairway 1 217 Cook 410
Stairway 2 225 Expo 337
Bathroom 507 Dish 349
Riser Room 66.5 Pizza 243
SES Room 122 Beverages 118
AVIT-A Room 110
Building 1 Restaurant/Bar
Second
Floor
Space/Use Sq. Ft.
Bar 200
Golf 788
Dining 1,863
Patio 1,024
Bathroom 251
Admin Offices 95
Host/Entry 185
Stairway 1 217
Stairway 2 225
Storage Closets 169
Bev Serv 76
Building 2 Cabana
Space/Use Sq. Ft.
Bar 400
Coffee 319
Service/Beverag
es
191.5
Dry Storage 298
Water
Treatment
64
Walk In 106
Restrooms 315
Riser Room 77
TOTAL GROSS 14,742
DEDUCTIONS (1)3,943
PARKING TOTAL AREA 10,799
S1 @ 20'S1 @ 20'
S1 @ 20'S1 @ 20'
P1 @ 20'
S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'
S2 @ 20'
P3 @ 20'P3 @ 20'P3 @ 20'
P1 @ 20'
04.03 05.13
04.02 (E)
04.02 (E)
05.13
05.16
05.16
05.15
04.03 05.13
04.03
05.13
05.13
05.13
04.03
05.14
04.03 05.13
03.12
05.16
05.17
03.12
05.17
03.12
05.16
05.15
03.12
03.12 03.12
05.19
05.19
05.19
05.18
04.03
04.03
04.03
NORTH G101
PERIMETER FENCE PLAN
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 PERIMETER FENCE PLAN
1"=20'-0"
SITE PLAN SPECIFICATION NOTES
SHEET G101 REFER TO SHEET G630 FOR SITE FINISHES (XX)
03.12 (AK) CIP concrete wall (see elevations)
04.03 CMU (Masonry) pilaster to match multi-family parcel to the north. See
8/A503
05.13 Decorative tubular steel perimiter fence to match mult-family parcel to
north see 1/A503
05.14 Tubular steel gate at perimeter fence see to match 05.13 (by fence mfr.)
05.15 Metal fence at building entry locations (Electric Pickle standard) see
5/A503
05.16 Metal gate at building entry locations (Electric Pickle standard see
5.1/A503
05.17 Decorative steel fence see 3/A503
05.18 Decorative steel gate see 4/A503
05.19 Solid steel (opaque) gate(s) on heavy-duty hinges painted PT-02
S1 @ 20'S1 @ 20'
S1 @ 20'S1 @ 20'
P1 @ 20'
S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'
S2 @ 20'
P3 @ 20'P3 @ 20'P3 @ 20'
P1 @ 20'EV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKINGEV CAPABLEPARKING1.0
1.0
0.9
1.0
1.0
1.0
0.9
0.9
0.9
1.5
1.5
1.4
1.5
1.6
1.5
1.4
1.3
1.2
2.5
2.0
1.9
1.8
1.9
2.0
2.2
2.0
1.8
1.6
1.4
1.2
0.8
2.8
2.2
2.1
2.0
2.1
2.3
2.5
2.3
2.0
1.7
1.6
1.2
0.8
2.6
2.2
2.1
2.2
2.3
2.6
3.1
2.8
2.2
2.0
1.7
1.3
0.9
2.0
2.0
2.2
2.4
2.7
3.1
2.5
3.0
2.8
2.3
2.0
1.5
1.0
1.4
1.7
2.1
2.4
2.7
3.2
2.6
3.2
2.9
2.4
2.0
1.6
1.0
1.1
1.5
1.9
2.2
2.4
2.7
3.3
2.9
2.4
2.2
1.9
1.5
1.1
1.1
1.5
1.9
2.1
2.2
2.6
2.8
2.7
2.3
2.1
1.9
1.6
1.2
1.2
1.7
2.0
2.1
2.4
2.7
2.9
2.8
2.5
2.2
2.0
1.8
1.3
1.3
1.8
2.1
2.3
2.4
2.7
2.8
2.7
2.5
2.4
2.2
1.9
1.5
1.3
1.8
2.1
2.3
2.4
2.7
2.8
2.7
2.5
2.3
2.2
1.9
1.5
1.1
1.6
2.0
2.1
2.4
2.6
2.9
2.7
2.4
2.2
2.0
1.8
1.3
1.0
1.4
1.8
2.1
2.2
2.6
2.9
2.7
2.3
2.1
1.9
1.6
1.1
0.9
1.4
1.8
2.2
2.4
2.7
3.1
2.9
2.5
2.2
2.0
1.5
1.1
0.9
1.4
1.9
2.3
2.7
3.2
2.9
3.3
2.9
2.4
2.0
1.6
1.0
0.9
1.4
1.8
2.2
2.6
2.9
2.7
2.9
2.7
2.3
2.0
1.5
1.0
0.9
1.3
1.7
2.0
2.2
2.5
3.0
2.8
2.3
2.1
1.8
1.5
1.1
1.0
1.4
1.8
1.9
2.1
2.4
2.7
2.6
2.2
2.0
1.8
1.6
1.1
1.2
1.6
1.9
2.0
2.2
2.5
2.7
2.6
2.3
2.1
1.9
1.7
1.3
1.2
1.8
2.0
2.1
2.2
2.4
2.6
2.5
2.3
2.2
2.1
1.9
1.4
1.3
1.7
2.0
2.1
2.2
2.4
2.6
2.5
2.3
2.2
2.0
1.8
1.4
1.1
1.5
1.9
2.0
2.2
2.5
2.7
2.6
2.3
2.1
1.9
1.7
1.2
1.0
1.4
1.8
2.0
2.1
2.5
2.7
2.6
2.2
2.0
1.8
1.5
1.1
1.1
1.5
1.9
2.2
2.4
2.6
3.1
2.8
2.4
2.2
1.9
1.5
1.0
1.9
2.1
2.6
2.8
3.2
3.2
3.1
2.7
2.4
1.8
1.3
1.2
1.3
1.7
2.1
2.4
2.8
3.2
2.8
3.2
2.9
2.4
2.0
1.5
1.0
1.8
2.3
2.8
3.2
3.6
3.1
2.6
2.1
1.6
1.4
1.5
1.7
2.1
2.4
2.7
3.0
2.6
3.0
2.8
2.3
1.9
1.5
0.9
1.7
2.4
2.8
3.2
3.5
3.6
3.5
3.2
2.7
2.2
1.7
1.5
1.5
1.7
1.9
2.1
2.2
2.5
3.0
2.7
2.2
2.0
1.7
1.3
0.9
1.7
2.2
2.8
3.2
3.6
3.6
3.1
2.7
2.2
1.7
1.5
1.4
1.6
1.8
1.9
2.0
2.3
2.5
2.3
2.0
1.7
1.6
1.2
0.8
1.5
2.0
2.5
3.1
3.6
3.5
3.6
3.0
2.5
2.0
1.5
1.3
1.3
1.5
1.6
1.7
1.8
2.0
2.1
2.0
1.8
1.6
1.4
1.2
0.8
1.1
1.6
2.2
2.3
3.0
3.1
2.8
2.3
2.1
1.6
1.2
1.0
1.1
1.2
1.3
1.4
1.4
1.5
1.6
1.5
1.3
1.3
1.2
0.7
0.8
0.9
0.9
0.9
0.9
1.0
0.9
0.9
0.8
0.8
0.6
3.7
3.7 3.7
9.2
13.1
17.5
17.8
17.7
13.6
8.3
3.5
1.5
1.2
1.7
3.8
8.8
14.3
19.8
19.6
19.7
15.1
11.3
5.6
2.3
1.4
16.6
26.1
32.7
32.3
32.3
25.5
14.7
6.4
6.8
14.5
26.1
34.4
33.6
35.4
28.3
19.7
9.5
4.2
2.3
17.4
29.7
39.8
35.2
38.2
27.2
15.4
7.2
7.4
14.8
26.2
37.8
39.5
42.1
31.4
19.5
10.0
4.8
2.9
17.7
29.0
40.5
43.2
38.1
26.7
15.8
6.7
7.4
14.9
25.9
37.2
43.1
42.1
30.7
19.6
9.9
4.8
3.1
17.9
30.1
40.6
36.7
38.9
27.5
15.7
5.9
7.1
15.1
26.0
19.9
9.9
4.5
2.7
17.6
30.2
40.2
36.0
38.6
27.6
15.0
5.2
5.0
11.6
20.6
15.8
7.2
3.1
1.9
17.2
29.0
40.4
41.3
38.1
26.5
14.9
4.8
2.3
5.8
10.4
13.1
13.9
13.6
10.2
7.8
3.6
1.3
1.1
17.2
29.6
40.7
36.0
38.6
26.7
14.7
4.5
1.0
0.5
0.8
0.5
1.0
1.8
1.8
1.6
1.7
1.9
1.4
0.8
0.6
0.9
17.0
29.9
39.5
35.4
38.1
27.4
14.4
4.4
0.7
0.3
0.2
0.2
0.2
0.3
0.2
0.2
0.2
0.2
0.3
0.2
0.6
1.0
17.1
29.2
40.6
37.8
38.3
26.4
14.7
4.4
0.7
0.2
0.2
0.1
0.1
1.1
17.1
29.3
40.8
36.5
38.4
26.5
14.7
4.3
0.7
0.2
0.1
0.1
0.1
1.1
16.9
30.0
39.4
36.3
38.1
27.4
14.4
4.4
0.7
0.2
0.1
0.1
0.1
1.1
17.1
29.3
40.6
37.3
38.5
26.5
14.6
4.4
0.7
0.2
0.1
0.1
0.9
17.0
28.8
40.3
38.9
38.0
26.3
14.6
4.4
0.7
0.2
0.1
0.1
0.8
17.0
29.8
39.4
36.3
37.9
27.0
14.3
4.4
0.7
0.2
0.1
0.1
0.8
17.1
29.5
40.1
35.3
38.3
26.7
14.5
4.4
0.7
0.2
0.1
0.1
0.7
17.0
28.7
40.0
42.6
37.7
26.2
14.6
4.5
0.7
0.2
0.1
0.1
0.8
17.1
29.6
40.1
36.0
38.4
26.8
14.5
4.4
0.7
0.2
0.1
0.1
0.1
0.8
17.1
29.7
39.7
35.6
38.2
27.0
14.4
4.4
0.7
0.2
0.1
0.1
0.1
0.9
17.1
28.9
40.3
41.2
38.0
26.4
14.7
4.5
0.7
0.3
0.2
0.1
0.1
0.1
0.1
1.1
17.5
29.7
40.8
36.2
38.7
26.9
14.9
4.6
0.9
0.4
0.2
0.2
0.1
0.1
0.1
1.1
17.7
30.4
39.9
35.9
38.6
28.0
15.2
5.2
1.3
0.7
0.4
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.2
0.3
1.1
17.8
29.5
41.1
38.3
38.7
26.9
15.6
5.8
1.9
1.0
0.6
0.4
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.2
0.6
0.9
17.3
29.5
41.1
36.9
38.5
27.0
15.2
6.4
2.7
1.5
0.9
0.7
0.7
0.8
0.7
0.8
0.6
0.5
0.3
0.5
0.6
0.9
17.7
27.9
36.1
34.2
35.4
26.7
15.7
7.0
3.0
11.3
17.2
21.2
21.1
21.3
16.6
10.4
4.7
2.2
4.8
6.8
6.1
5.2
6.2
7.3
4.6
2.2
1.4
0.8
1.2
1.1
1.0
1.2
1.4
1.1
1.0
1.1
0.2
0.2
0.2
0.2
0.3
0.5
0.6
0.7
1.0
0.1
0.2
0.2
0.3
0.4
0.6
0.8
0.1
0.1
0.1
0.2
0.2
0.3
0.5
36.6
35.9
30.9
25.7
25.3
25.8
54.2
94.0
6.1
55.2
94.9
7.5
54.8
7.5
53.9
94.2
6.9
53.1
93.3
5.5
52.6
92.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
22.9
4.0
38.7
95.0
0.1
0.1
0.1
0.1
0.1
0.2
0.7
0.3
0.3
1.1
4.0
0.6
1.1
2.9
7.9
0.8
1.7
4.0
0.9
1.7
3.6
10.0
0.7
1.1
2.9
10.0
0.4
0.7
2.2
9.4
0.3
0.5
1.9
9.2
0.2
0.4
1.8
9.1
0.2
0.3
1.7
8.8
0.2
0.3
1.7
8.9
0.1
0.3
1.7
9.1
0.2
0.3
1.7
8.8
0.2
0.3
1.7
8.8
0.1
0.3
1.7
9.1
0.2
0.3
1.7
8.8
0.2
0.3
1.7
8.8
0.1
0.3
1.7
9.1
0.1
0.3
1.7
8.9
0.2
0.3
1.7
8.8
0.2
0.3
1.8
9.0
0.2
0.4
1.9
9.2
0.4
0.7
2.2
9.4
0.6
1.1
2.8
10.0
0.9
1.7
3.6
10.0
0.9
1.7
4.0
0.6
1.1
3.0
8.2
0.3
0.4
1.1
4.4
0.1
0.1
0.2
0.8
0.1
0.1
0.2
0.1
0.1 0.1
0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.010.3 10.3
S1 @ 20'S1 @ 20'
S1 @ 20'S1 @ 20'
BB @ 0.33'
BB @ 0.33'
BB @ 0.33'
BB @ 0.33'
P1 @ 20'
S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'S2 @ 20'
S2 @ 20'
P3 @ 20'P3 @ 20'P3 @ 20'
P1 @ 20'
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
BB 51.4 fc 95.0 fc 4.0 fc 23.8:1 12.9:1
light trespass 100' offset from pl 0.9 fc 10.3 fc 0.0 fc N/A N/A
PARKING FC AFG 2.0 fc 3.7 fc 0.6 fc 6.2:1 3.3:1
SITE FC AFG 14.8 fc 95.0 fc 0.0 fc N/A N/A
typ. PB COURT 30.2 fc 38.7 fc 22.9 fc 1.7:1 1.3:1
Schedule
Symbol Label QTY Manufacturer Catalog Description Lamp Output LLF
Total
Output Input Power
BB
4 KELVIX SW3HO-60'-30K-VR-X-IP68 SIGNWAVE SERIES DIRECT VIEW HIGH OUTPUT IP68 RATED TAPE LIGHT
RECESSED INTO SIDE OF BOCCE BALL COURT WALL
17 0.91 19802 228.0001
P1
2 Lithonia Lighting DSX1 LED P4 30K 70CRI T2M HS VOLTAGE
SPA NLTAIR2 HA FINISH / SSS 17.5' W/
2.5' BASE
D-Series Size 1 Area Luminaire P4 Performance Package 3000K CCT 70 CRI
Type 2 Medium Houseside Shield
13195 0.91 13195 123.9373
P3
3 Lithonia Lighting DSX1 LED P4 30K 70CRI T5W VOLTAGE SPA
NLTAIR2 HA FINISH / SSS 17.5' W/ 2.5'
BASE
D-Series Size 1 Area Luminaire P4 Performance Package 3000K CCT 70 CRI
Type 5 Wide
16324 0.91 32648 247.88
S1
4 LITHONIA DSX2 LED P8 30K BLC VOLTAGE SPA HA
FINISH / SSS 17.5' W/ 2.5' BASE
DSX2 ARCHITECUTRAL AREA LUMINAIRE WITH BACK LIGHT CONTROL
OPTIC MOUNTED @ 20' AFG
37432 0.91 37432 431
S2
8 LITHONIA DSX2 LED P6 30K T5S VOLTAGE SPA HA
FINISH / SSS 17.5' W/ 2.5' BASE
DSX2 ARCHITECUTRAL AREA LUMINAIRE WITH TYPE 5 SHORT CONTROL
OPTIC MOUNTED @ 20' AFG
39409 0.91 78817 686
NORTHNORTH G800
PHOTOMETRY
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 PHOTOMETRY - SITE
1"=20'-0"
43" MIN. CLEAR43" MIN. CLEAR43" MIN. CLEAR43" MIN. CLEAR263.7BACDE4351ABCDE7'-4"27'-0"15'-0"15'-0"37'-3"23'-9"23'-4"8'-5"29'-4"33'-11"GROUND
FLOOR
6,661 NSF
(7,481 GSF)
INTERIOR:176
PATIO: 98
TOTAL: 274 SEATS
3'-2"3'-4"15'-0"76'-2"3'-2"3'-4"33'-9"6'-1"
122'-4"
38'-4"
10'-10"
3'-4"
21'-7"17'-2"15'-7"16'-7"77'-0"14'-6"8'-2"11'-10"17'-7"122'-2"
11'-2"
48'-6"55'-0"12'-9"20'-5"
12'-0"18'-11"27'-3"14'-9"11'-3"39'-8"
ENTRY/HOST
101
298 SF
PRO SHOP
102
216 SF
MAIN BAR
103
800 SF
BAR DINING
105
WASH ROOM
111
507 SF
SERVER
112
134.5 SF
LIBRARY DINING
106
PDR
107
PDR PATIO
108
577 SF
MAIN PATIO
109
1,571 NSF
STAIR
01
217 SF
STAIR
02
225 SF
DISH
114
349 SF
PREP
118
357 SF
WALK IN FRZ.
123
92.5 SF
LIQUOR
121
74.5 SF
WALK-IN REF.
122
319 SF
UTILITY
120
243.5 SF DRY STORAGE
119
204 SF
COOK
116
410 SF
SES
124
120 SF
RISER
125
66.5 SF
AVIT-A
124
KEG COOLER
123
188 SF
PIZZA
117
243 SF
BEVERAGE
113
118 SF
DINING
104
EXPO
115
337 SF
ELEVATOR
20
76 SF
OPEN YARD
001
NORTH
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 FIRST FLOOR PLAN - MAIN BUILDING
3/16" = 1'-0"
A100
FIRST FLOOR OVERALL
MAIN BUILDING
43" MIN. CLEAR3'-2"3'-4"15'-0"
UTILITY
120
SES
124
RISER
125
OPEN YARD
001
OPEN SERVICE YARD
002 6'-6"3'-0"
17'-9"
77'-0"
42'-7"
DN
FLUSH CURB
DN
ROLL-AWAY TRASH
AND RECYCLE
GREASE INTERCEPTOR
CONTINUOUS TRENCH
DRAIN PLUMBED TO SAND/OIL
INTERCEPTOR
SOLID
STEEL GATE
SOLID
STEEL ROLLING
GATE
SOLID
STEEL ROLLING
GATE
1'-6"6'-6"15'-2"6'-3"8'-8"15'-2"12'-0"12'-0"
STEEL GATES
(TYP. OF 4)
10'-8"
NORTH
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 FIRST FLOOR OPEN SERVICE AND TRASH YARD: PLAN
3/16" = 1'-0"
A101
FIRST FLOOR
SERVICE YARD PLAN
23.7431SECOND
FLOOR
3,102 NSF
(3,607 GSF)
ROOF
BELOWDOWN
INTERIOR:75
PATIO: 36
TOTAL: 110 SEATS
UPPER BAR
205
200 SF
UPPER WASHROOM
211
UPPER PATIO
206
1,024 SF
UPPER DINING
202
1,863 SF
GOLF SIM 2
204
394 SF
GOLF SIM 1
203
394 SF
STAIR 1
01
217 SF
STAIR 2
02
225 SF
OFFICE
210
95 SF BEV SERV
208
76 SF
STORAGE
209
STORAGE
212
HOST/ENTRY
201
185 SF
NORTH
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 SECOND FLOOR PLAN - MAIN BUILDING
3/16" = 1'-0"
A110
SECOND FLOOR
MAIN BUILDING
S1 @ 20'
43" MIN. CLEAR
BAR
301
400 SF
WALK-IN
304
106 SF
RESTROOMS
306
315 SF
WATER TREATMENT
303
64 SF
SVC/BEV
302
191.5
RISER
307
77 SF
DRY STORAGE
305
298 SF
COFFEE
308
319 SF
OFFICE
309
146 SF8'-11"31'-3"
48'-5"
7'-3"9'-11"10'-10"28'-0"4'-3"27'-4"
14'-3"
26'-1"12'-2"8'-11"43'-9"45'-9"4'-6"30'-0"5'-11"32'-7"31'-7"
NORTH A120
FLOOR PLAN
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 FLOOR PLAN - CABANA BAR
3/16" = 1'-0"
T.O.P
EL. = +34'-0"
ROOF
EL. = +15'-6" (SLOPING)
ROOF
EL. = +32'-8" (SLOPING)
T.O.P
EL. = +20'-6"
ROOF
EL. = +15'-6" (SLOPING)
T.O.P
EL. = +20'-6"
T.O.P
EL. = +34'-0"16'-11"3'-1"
2'-6"2'-6"25'-7"6'-0"9'-3"
13'-8"6'-1"11'-4"14'-11"13'-11"15'-11"
30'-0"6'-7"7"27'-1"7'-8"15'-11"
2'-6"
2'-10"
7'-6"5'-3"3'-6"
11'-4"30'-11"27'-6"12'-0"25'-0"ROOF
EL. = +36'-6"
07.01
23.01
23.01
23.01
23.01
23.01
22.0522.05
22.06
22.05
22.06
22.05
22.06
T.O.P
EL. = +20'-6"
05.12
07.01
07.01
T.O.P
EL. = +39'-0"
22.06
NORTH A140
ROOF PLAN
MAIN BUILDING
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 ROOF PLAN - MAIN BUILDING
3/16" = 1'-0"
ROOF PLAN KEYNOTES
DETAL REFSHEET A140
05.12 Steel stair
07.01 Foam roof (sloped to drain min 1/8"/foot)
22.05 Roof drain connected to in-wall RDL
(see plumbing). Ties in to underground
(see civil)
22.06 Overflow roof drain connected to in-wall
RDL (see plumbing). Daylights at
exterior of building, See elevations.
23.01 HVAC equipment at roof (see
mechanical plans)
10.01
07.01
LINE OF ROOF BELOW
22.06
22.05
22.06
22.05
22.06
22.05
22.06
22.05
22.06
22.05
22.06
22.05
07.01
07.01
T.O.P
EL. = +17'-0"
T.O.P
EL. = +12'-0"
T.O.P
EL. = +16'-0"
T.O.P
EL. = +16'-0"
T.O.P
EL. = +16'-0"
NORTH A141
ROOF PLAN
CABANA BUILDING
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 ROOF PLAN - CABANA BUILDING
3/16" = 1'-0"
ROOF PLAN KEYNOTES
DETAL REFSHEET A141
07.01 Foam roof (sloped to drain min 1/8"/foot)
10.01 Exterior building-mounted sign.
Coordinate with electrical for power, OV
for mounting requirements. By separate
permit.
22.05 Roof drain connected to in-wall RDL
(see plumbing). Ties in to underground
(see civil)
22.06 Overflow roof drain connected to in-wall
RDL (see plumbing). Daylights at
exterior of building, See elevations.
23.01 HVAC equipment at roof (see
mechanical plans)
3A 19 153A27 73A41
34'-0"17'-0"31'-9"14'-0"76'-0"
3 1924
39'-0"13'-0"2 2
6'-0"15
7 3A 3
14'-0"34'-0"17'-0"34'-0"3A
76'-0"
35
80'-0"
4038 35 38
33'-0"20'-6"15 2 35 41
3885
39
A200
EXTERIOR ELEVATIONS
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 MAIN BUILDING ELEVATION - EAST
3/16" = 1'-0"
2 MAIN BUILDING ELEVATION - WEST
3/16" = 1'-0"
MATERIAL AND FINISH SCHEDULE
SEE SHEET A630 FOR ADDITIONAL DETAIL ON MATERIALS
2 INDIANA LIMESTONE VENEER (C) SQUARE-CUT
INDIANA LIMESTONE VENEER BUILDING ACCENT
MATERIAL. SITE WALLS
2A CIP BOARD-FORMED CONCRETE (AK)
3 STANDING SEAM METAL (DARK GRAY) (A) WESTERN
WAVE METAL RIGID WALL PANEL 'DARK BRONZE' 24
GA. MANUFACTURER: WESTERN STATES METAL
ROOFING
3A STANDING SEAM METAL (LIGHT GRAY) (B) WESTERN
WAVE METAL RIGID WALL PANEL 'SLATE GRAY' 24 GA.
MANUFACTURER: WESTERN STATES METAL ROOFING
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
4 STANDING SEAM METAL ROOF (B) WESTERN WAVE
METAL RIGID ROOFING 'SLATE GRAY' 24 GA.
MANUFACTURER: WESTERN STATES METAL ROOFING
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
7 GLUELAM WOOD SHADE TRELLIS (E)
6 8'-0" HIGH WROUGHT-IRON FENCE
8 STEEL COLUMN (PAINTED PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
9 OPERABLE STORERFONT WINDOW SYSTEM
10 MASONRY WALL AT OUTDOOR STAGE CLAD IN
INDIANA LIMESTONE VENEER (C)
11 MASONRY WALL
12 SERVICE YARD ENCLOSURE (CIP BOARD-FORMED
CONCRETE) (AK) ACCENT MATERIAL. SITE WALLS
13 OPAQUE METAL GATES PAINTED PT-02 (D) PT-02
SHERWIN WILLIAMS 7061 'NIGHT OWL' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
14 ENGINEERED WOOD GATE TO MATCH FENCE
15 SIGNAGE (BY SEPARATE PERMIT)
17 SES (PAINTED PT-01) (H) PT-01 SHERWIN WILLIAMS
9161 'DUSTBLU' SHERWIN WILLIAMS Pro Industrial
Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
18 CABANA BUILDING (SEE ELEVATIONS)
MATERIAL AND FINISH SCHEDULE
SEE SHEET A630 FOR ADDITIONAL DETAIL ON MATERIALS
19 STORERFONT WINDOWS (BRONZE ANODIZED/CLEAR
GLASS)
20 HARIDE PLANK SIDING (F) HARDIE SIDING 'EVENING
BLUE' JAMES HARDIE CEDARMILL SIDING 7.25" X 144"
6" EXPOSURE
MANUFACTURER: JAMES HARDIE COMPANY
22 FDC
23 FIRE RISER ROOM
24 STEEL C CHANNEL (PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
25 STEEL GATES AT SERVICE YARD (PAINTED PT-02) (D)
PT-02 SHERWIN WILLIAMS 7061 'NIGHT OWL'
SHERWIN WILLIAMS Pro Industrial Pro-Cryl Universal
Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
27 GAS FIREPLACE
28 GLUELAM WOOD BEAM (E)
29 TREX CLADDING (G) TREX TRANSCEND IN 'TIKI
TORCH' 5.5" PLANK
MANUFACTURER: TREX COMPANY, INC.
30 GLASS GARAGE DOOR
31 BAR WITH TILE BAR DIE WALL
33 PLATE STEEL SADDLE STRAP (PT-02) (D) PT-02
SHERWIN WILLIAMS 7061 'NIGHT OWL' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
34 ENGINEERED WOOD COLUMN
35 HOLLOW METAL DOOR (PAINTED PT-01) (H) PT-01
SHERWIN WILLIAMS 9161 'DUSTBLU' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
36 STEEL BEAM (PAINTED PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
38 WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE)
39 ADDRESS NUMERALS
40 MECHANICAL UNITS (BEYOND) SCREENED BY
PARAPET
41 CRL GLASS BALUSTRADE SYSTEM
42
PLAZIT 'POLYGAL' 'ICE' CORRUGATED
POLYCARBONAT ROOFING
43
STEEL KNIFE EGDE PARAPET CAP PAINTED PT-02 SW
7601 'NIGHT OWL'
15 33A 3A193
20'-6"34'-0"12'-0"13'-0"129'-4"
357
GRADE 0'-0"
(EL: 1229.5')
3A
39'-0"6'-0"10'-0"34'-0"22472A 40 23 221920 2A
8'-0"17'-9"2/A2011/A2011520'-6"34'-0"12'-0"23 22 2A
8'-0"26'-0"
77'-0"
17'-9"
12 1213
2/A2011/A20116'-9"
A201
EXTERIOR ELEVATIONS
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 MAIN BUILDING ELEVATION - NORTH
3/16" = 1'-0"
MATERIAL AND FINISH SCHEDULE
SEE SHEET A630 FOR ADDITIONAL DETAIL ON MATERIALS
19 STORERFONT WINDOWS (BRONZE ANODIZED/CLEAR
GLASS)
20 HARIDE PLANK SIDING (F) HARDIE SIDING 'EVENING
BLUE' JAMES HARDIE CEDARMILL SIDING 7.25" X 144"
6" EXPOSURE
MANUFACTURER: JAMES HARDIE COMPANY
22 FDC
23 FIRE RISER ROOM
24 STEEL C CHANNEL (PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
25 STEEL GATES AT SERVICE YARD (PAINTED PT-02) (D)
PT-02 SHERWIN WILLIAMS 7061 'NIGHT OWL'
SHERWIN WILLIAMS Pro Industrial Pro-Cryl Universal
Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
27 GAS FIREPLACE
28 GLUELAM WOOD BEAM (E)
29 TREX CLADDING (G) TREX TRANSCEND IN 'TIKI
TORCH' 5.5" PLANK
MANUFACTURER: TREX COMPANY, INC.
30 GLASS GARAGE DOOR
31 BAR WITH TILE BAR DIE WALL
33 PLATE STEEL SADDLE STRAP (PT-02) (D) PT-02
SHERWIN WILLIAMS 7061 'NIGHT OWL' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
34 ENGINEERED WOOD COLUMN
35 HOLLOW METAL DOOR (PAINTED PT-01) (H) PT-01
SHERWIN WILLIAMS 9161 'DUSTBLU' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
36 STEEL BEAM (PAINTED PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
38 WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE)
39 ADDRESS NUMERALS
40 MECHANICAL UNITS (BEYOND) SCREENED BY
PARAPET
41 CRL GLASS BALUSTRADE SYSTEM
42
PLAZIT 'POLYGAL' 'ICE' CORRUGATED
POLYCARBONAT ROOFING
43
STEEL KNIFE EGDE PARAPET CAP PAINTED PT-02 SW
7601 'NIGHT OWL'
2 MAIN BUILDING ELEVATION - NORTH (AT TRASH ENCLOSURE)
3/16" = 1'-0"
MATERIAL AND FINISH SCHEDULE
SEE SHEET A630 FOR ADDITIONAL DETAIL ON MATERIALS
2 INDIANA LIMESTONE VENEER (C) SQUARE-CUT
INDIANA LIMESTONE VENEER BUILDING ACCENT
MATERIAL. SITE WALLS
2A CIP BOARD-FORMED CONCRETE (AK)
3 STANDING SEAM METAL (DARK GRAY) (A) WESTERN
WAVE METAL RIGID WALL PANEL 'DARK BRONZE' 24
GA. MANUFACTURER: WESTERN STATES METAL
ROOFING
3A STANDING SEAM METAL (LIGHT GRAY) (B) WESTERN
WAVE METAL RIGID WALL PANEL 'SLATE GRAY' 24 GA.
MANUFACTURER: WESTERN STATES METAL ROOFING
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
4 STANDING SEAM METAL ROOF (B) WESTERN WAVE
METAL RIGID ROOFING 'SLATE GRAY' 24 GA.
MANUFACTURER: WESTERN STATES METAL ROOFING
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
7 GLUELAM WOOD SHADE TRELLIS (E)
6 8'-0" HIGH WROUGHT-IRON FENCE
8 STEEL COLUMN (PAINTED PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
9 OPERABLE STORERFONT WINDOW SYSTEM
10 MASONRY WALL AT OUTDOOR STAGE CLAD IN
INDIANA LIMESTONE VENEER (C)
11 MASONRY WALL
12 SERVICE YARD ENCLOSURE (CIP BOARD-FORMED
CONCRETE) (AK) ACCENT MATERIAL. SITE WALLS
13 OPAQUE METAL GATES PAINTED PT-02 (D) PT-02
SHERWIN WILLIAMS 7061 'NIGHT OWL' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
14 ENGINEERED WOOD GATE TO MATCH FENCE
15 SIGNAGE (BY SEPARATE PERMIT)
17 SES (PAINTED PT-01) (H) PT-01 SHERWIN WILLIAMS
9161 'DUSTBLU' SHERWIN WILLIAMS Pro Industrial
Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
18 CABANA BUILDING (SEE ELEVATIONS)
3291940 3A241
20'-6"129'-4"
19
GRADE 0'-0"
(EL: 1229.5')
3A
12'-0"12'-0"10'-0"29'-0"39'-0"12'-0"17'-0"242 73A434332919403A241
20'-6"129'-4"
193A
12'-0"12'-0"10'-0"29'-0"39'-0"12'-0"17'-0"242 73A43432A4115
A202
EXTERIOR ELEVATIONS
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 MAIN BUILDING ELEVATION - NORTH
3/16" = 1'-0"
MATERIAL AND FINISH SCHEDULE
SEE SHEET A630 FOR ADDITIONAL DETAIL ON MATERIALS
2 INDIANA LIMESTONE VENEER (C) SQUARE-CUT
INDIANA LIMESTONE VENEER BUILDING ACCENT
MATERIAL. SITE WALLS
2A CIP BOARD-FORMED CONCRETE (AK)
3 STANDING SEAM METAL (DARK GRAY) (A) WESTERN
WAVE METAL RIGID WALL PANEL 'DARK BRONZE' 24
GA. MANUFACTURER: WESTERN STATES METAL
ROOFING
3A STANDING SEAM METAL (LIGHT GRAY) (B) WESTERN
WAVE METAL RIGID WALL PANEL 'SLATE GRAY' 24 GA.
MANUFACTURER: WESTERN STATES METAL ROOFING
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
4 STANDING SEAM METAL ROOF (B) WESTERN WAVE
METAL RIGID ROOFING 'SLATE GRAY' 24 GA.
MANUFACTURER: WESTERN STATES METAL ROOFING
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
7 GLUELAM WOOD SHADE TRELLIS (E)
6 8'-0" HIGH WROUGHT-IRON FENCE
8 STEEL COLUMN (PAINTED PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
9 OPERABLE STORERFONT WINDOW SYSTEM
10 MASONRY WALL AT OUTDOOR STAGE CLAD IN
INDIANA LIMESTONE VENEER (C)
11 MASONRY WALL
12 SERVICE YARD ENCLOSURE (CIP BOARD-FORMED
CONCRETE) (AK) ACCENT MATERIAL. SITE WALLS
MANUFACTURER: INDIANA LIMESTONE COMPANY
(POLYCOR)
13 OPAQUE METAL GATES PAINTED PT-02 (D) PT-02
SHERWIN WILLIAMS 7061 'NIGHT OWL' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
14 ENGINEERED WOOD GATE TO MATCH FENCE
15 SIGNAGE (BY SEPARATE PERMIT)
17 SES (PAINTED PT-01) (H) PT-01 SHERWIN WILLIAMS
9161 'DUSTBLU' SHERWIN WILLIAMS Pro Industrial
Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
18 CABANA BUILDING (SEE ELEVATIONS)
MATERIAL AND FINISH SCHEDULE
SEE SHEET A630 FOR ADDITIONAL DETAIL ON MATERIALS
19 STORERFONT WINDOWS (BRONZE ANODIZED/CLEAR
GLASS)
20 HARIDE PLANK SIDING (F) HARDIE SIDING 'EVENING
BLUE' JAMES HARDIE CEDARMILL SIDING 7.25" X 144"
6" EXPOSURE
MANUFACTURER: JAMES HARDIE COMPANY
22 FDC
23 FIRE RISER ROOM
24 STEEL C CHANNEL (PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
25 STEEL GATES AT SERVICE YARD (PAINTED PT-02) (D)
PT-02 SHERWIN WILLIAMS 7061 'NIGHT OWL'
SHERWIN WILLIAMS Pro Industrial Pro-Cryl Universal
Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
27 GAS FIREPLACE
28 GLUELAM WOOD BEAM (E)
29 TREX CLADDING (G) TREX TRANSCEND IN 'TIKI
TORCH' 5.5" PLANK
MANUFACTURER: TREX COMPANY, INC.
30 GLASS GARAGE DOOR
31 BAR WITH TILE BAR DIE WALL
33 PLATE STEEL SADDLE STRAP (PT-02) (D) PT-02
SHERWIN WILLIAMS 7061 'NIGHT OWL' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
34 ENGINEERED WOOD COLUMN
35 HOLLOW METAL DOOR (PAINTED PT-01) (H) PT-01
SHERWIN WILLIAMS 9161 'DUSTBLU' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
36 STEEL BEAM (PAINTED PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
38 WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE)
39 ADDRESS NUMERALS
40 MECHANICAL UNITS (BEYOND) SCREENED BY
PARAPET
41 CRL GLASS BALUSTRADE SYSTEM
42
PLAZIT 'POLYGAL' 'ICE' CORRUGATED
POLYCARBONAT ROOFING
43
STEEL KNIFE EGDE PARAPET CAP PAINTED PT-02 SW
7601 'NIGHT OWL'
16'-0"15'-0"8'-0"12'-0"27'-3"6 83 3A 3A
17'-0"16'-0"17'-0"9'-0"3A 919
919 2 3 6 88
27'-3"16'-0"12'-0"8'-0"17'-0"15'-0"3A2 3 888
12'-0"17'-0"12'-0"17'-0"26'-3"A203
EXTERIOR ELEVATIONS
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 CABANA BUILDING - WEST ELEVATION
3/16" = 1'-0"
MATERIAL AND FINISH SCHEDULE
SEE SHEET A630 FOR ADDITIONAL DETAIL ON MATERIALS
2 INDIANA LIMESTONE VENEER (C) SQUARE-CUT
INDIANA LIMESTONE VENEER BUILDING ACCENT
MATERIAL. SITE WALLS
2A CIP BOARD-FORMED CONCRETE (AK)
3 STANDING SEAM METAL (DARK GRAY) (A) WESTERN
WAVE METAL RIGID WALL PANEL 'DARK BRONZE' 24
GA. MANUFACTURER: WESTERN STATES METAL
ROOFING
3A STANDING SEAM METAL (LIGHT GRAY) (B) WESTERN
WAVE METAL RIGID WALL PANEL 'SLATE GRAY' 24 GA.
MANUFACTURER: WESTERN STATES METAL ROOFING
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
4 STANDING SEAM METAL ROOF (B) WESTERN WAVE
METAL RIGID ROOFING 'SLATE GRAY' 24 GA.
MANUFACTURER: WESTERN STATES METAL ROOFING
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
7 GLUELAM WOOD SHADE TRELLIS (E)
6 8'-0" HIGH WROUGHT-IRON FENCE
8 STEEL COLUMN (PAINTED PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
9 OPERABLE STORERFONT WINDOW SYSTEM
10 MASONRY WALL AT OUTDOOR STAGE CLAD IN
INDIANA LIMESTONE VENEER (C)
11 MASONRY WALL
12 SERVICE YARD ENCLOSURE (CIP BOARD-FORMED
CONCRETE) (AK) ACCENT MATERIAL. SITE WALLS
MANUFACTURER: INDIANA LIMESTONE COMPANY
(POLYCOR)
13 OPAQUE METAL GATES PAINTED PT-02 (D) PT-02
SHERWIN WILLIAMS 7061 'NIGHT OWL' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
14 ENGINEERED WOOD GATE TO MATCH FENCE
15 SIGNAGE (BY SEPARATE PERMIT)
17 SES (PAINTED PT-01) (H) PT-01 SHERWIN WILLIAMS
9161 'DUSTBLU' SHERWIN WILLIAMS Pro Industrial
Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
18 CABANA BUILDING (SEE ELEVATIONS)
MATERIAL AND FINISH SCHEDULE
SEE SHEET A630 FOR ADDITIONAL DETAIL ON MATERIALS
19 STORERFONT WINDOWS (BRONZE ANODIZED/CLEAR
GLASS)
20 HARIDE PLANK SIDING (F) HARDIE SIDING 'EVENING
BLUE' JAMES HARDIE CEDARMILL SIDING 7.25" X 144"
6" EXPOSURE
MANUFACTURER: JAMES HARDIE COMPANY
22 FDC
23 FIRE RISER ROOM
24 STEEL C CHANNEL (PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
25 STEEL GATES AT SERVICE YARD (PAINTED PT-02) (D)
PT-02 SHERWIN WILLIAMS 7061 'NIGHT OWL'
SHERWIN WILLIAMS Pro Industrial Pro-Cryl Universal
Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
27 GAS FIREPLACE
28 GLUELAM WOOD BEAM (E)
29 TREX CLADDING (G) TREX TRANSCEND IN 'TIKI
TORCH' 5.5" PLANK
MANUFACTURER: TREX COMPANY, INC.
30 GLASS GARAGE DOOR
31 BAR WITH TILE BAR DIE WALL
33 PLATE STEEL SADDLE STRAP (PT-02) (D) PT-02
SHERWIN WILLIAMS 7061 'NIGHT OWL' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
34 ENGINEERED WOOD COLUMN
35 HOLLOW METAL DOOR (PAINTED PT-01) (H) PT-01
SHERWIN WILLIAMS 9161 'DUSTBLU' SHERWIN
WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
36 STEEL BEAM (PAINTED PT-02) (D) PT-02 SHERWIN
WILLIAMS 7061 'NIGHT OWL' SHERWIN WILLIAMS Pro
Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
38 WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE)
39 ADDRESS NUMERALS
40 MECHANICAL UNITS (BEYOND) SCREENED BY
PARAPET
41 CRL GLASS BALUSTRADE SYSTEM
42
PLAZIT 'POLYGAL' 'ICE' CORRUGATED
POLYCARBONAT ROOFING
43
STEEL KNIFE EGDE PARAPET CAP PAINTED PT-02 SW
7601 'NIGHT OWL'
2 CABANA BUILDING - SOUTH ELEVATION
3/16" = 1'-0"
3 CABANA BUILDING - EAST ELEVATION
3/16" = 1'-0"
3 CABANA BUILDING - NORTH ELEVATION
3/16" = 1'-0"
1" x 6" STEEL PICKET
PAINTED PT-02
AS SCHEDULED
6'-0"1" x 4" STEEL BRIDGE
PAINTED PT-02
AS SCHEDULED
CENTERED
ON 6" VERTICAL
4"
3'-4" REPEAT
4" SQ. HSS
POST PAINTED
PT-XX AS SCHEDULED
2" SQ. HSS
HORIZONTAL PAINTED
PT-XX AS SCHEDULED
1/2" SQ. HSS
VERTICAL PAINTED
PT-XX AS SCHEDULED
SPACED EQUALLY
1-1/2" SQ. HSS
VERTICAL PAINTED
PT-XX AS SCHEDULED
2" SQ. HSS
HORIZONTAL PAINTED
PT-XX AS SCHEDULED
1-1/2" SQ. HSS
VERTICAL PAINTED
PT-XX AS SCHEDULED 6'-0"4"3'-9"7'-6"
1'-1"1'-0"1'-0"1'-9"2"4" SQ. HSS
POST PAINTED
PT-02 AS SCHEDULED
1/2" SQ. HSS
VERTICAL PAINTED
PT-02 AS SCHEDULED
SPACED EQUALLY
1-1/2" SQ. HSS
VERTICAL PAINTED
PT-02 AS SCHEDULED
2" SQ. HSS
HORIZONTAL PAINTED
PT-02 AS SCHEDULED
1-1/2" SQ. HSS
VERTICAL PAINTED
PT-02 AS SCHEDULED 6'-0"4"3'-9"1'-0"1'-9"2"4'-0" GATE
(SEE PLANS)2'-10"2" SQ. HSS
HORIZONTAL PAINTED
PT-02 AS SCHEDULED
GATE ON HEAVY-DUTY
SELF-CLOSING HINGES
GATE ON HEAVY-DUTY
SELF-CLOSING HINGES
3" x 18" SQ. PRECAST
PILASTER CAP
VP-F18SQ BY
VALORI PRECAST
PERIMETER TUBULAR
STEEL FENCE (AS
OCCURS) SEE 1/A503
(4) 8X6X8 CMU BLOCK
TO FORM PILASTER
CONSTRUCTION W/ 1
2"
COVE GROUT JOINT.
GROUT FILL ALL CELLS.
SEE STRUCTURAL FOR
REINFORCEMENT
FINISH GRADE
CONCRETE FOOTING PER
STRUCTURAL ENGINEER
6'-6" PERIMETER STEEL FENCESEE 1/A503SEESTRUCT.6"MIN.SEE STRUCT.
3" GAP (TYP.)
18" SQ.
16" SQ.
EQ.EQ.
1" x 6" STEEL PICKET
PAINTED PT-02
AS SCHEDULED
6'-0"1" x 4" STEEL BRIDGE
PAINTED PT-02
AS SCHEDULED
CENTERED
ON 6" VERTICAL
4"
PER DOOR SCHED.
EQ.EQ
4" TYP.
GATE HARDWARE
PER DOOR SCHEDULE
A503
ARCHITECTURAL DETAILS
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 DECORATIVE TUBULAR-STEEL PERIMETER FENCE
1/2" = 1'-0"
5 METAL VIEW FENCE ELEVATION
1/2" = 1'-0"
3 DECORATIVE STEEL FENCE ELEVATION
1/2" = 1'-0"4 DECORATIVE STEEL GATE
1/2"=1'-0"
5.1 METAL VIEW FENCE GATE
1/2" = 1'-0"
8 MASONRY PILASTER
3/4" = 1'-0"
A630
FINISH SCHEDULE
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
E GLUELAM WOOD BEAM
TRELLISES AT MAIN BUILDING ENTRANCE
A STANDING SEAM METAL WALL PANEL
EXTERIOR WALLS - MAIN BUILDING AND CABANA BUILDING
F HARDIE SIDING 'EVENING BLUE'
EXTERIOR BUILDING ACCENT MATERIAL
B STANDING SEAM METAL ROOF/WALL
PRIMARY EXTERIOR CLADDING - MAIN BUILDING
G TIG EXTERIOR WOOD CLADDING
MAIN BUILDING EXTERIOR CEILINGS AND WALL ACCENT-NORTH
C SQUARE-CUT INDIANA LIMESTONE VENEER
BUILDING ACCENT MATERIAL. SITE WALLS
MANUFACTURER: INDIANA LIMESTONE COMPANY (POLYCOR)
D PT-02 SHERWIN WILLIAMS 7061 'NIGHT OWL'
PAINT AT EXTERIOR STEEL FRAMES, METALS, FENCING
H PT-01 SHERWIN WILLIAMS 9161 'DUSTBLU'
PAINT AT SES DOORS AND FIRE RISER ROOM DOOR
WESTERN WAVE METAL RIGID WALL PANEL
'DARK BRONZE' 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
WESTERN WAVE METAL RIGID WALL PANEL
'SLATE GRAY 24 Ga.
MANUFACTURER: WESTERN STATES METAL ROOFING
SHERWIN WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
SHERWIN WILLIAMS Pro Industrial Pro-Cryl Universal Primer with
two coats of Pro Industrial Multi-Surface Acrylic Gloss
JAMES HARDIE CEDARMILL SIDING 7.25" X 144"
6" EXPOSURE
MANUFACTURER: JAMES HARDIE COMPANY
TREX TRANSCEND IN 'TIKI TORCH' 5.5" PLANK
MANUFACTURER: TREX COMPANY, INC.
AK BOARD-FORMED CONCRETE
BUILDING ACCENT MATERIAL. SITE WALLS
MANUFACTURER: BY GENERAL CONTRACTOR. MOCK-UP REQ'D
AE COMPACTED DECOMPOSED GRANITE
PER PLANS (AT CIP CONCRETE SEATING, ETC...)
SPEC: DECOMPOSED GRANITE. COMPACTED
COLOR: GOLD CARAMEL MACCHIATO 3/8" MINUS 3" MID DEPTH
MFR: EARTHSTONE ROCK (Sales@EarthstoneRock.com)
AF AGSYNTHETIC TURF (DETAIL 7/A502)
GREAT LAWN (AND OTHER AREAS PER PLAN)
SPEC: X-GRASS 'REC' 70oz. 1.25" PILE FIELD GREEN
URETHANE BACKED. 4" COMP. AGG DRAIN ROCK WITH ANGULAR
ROCK COMPACTED FOR PERCOLATIION. MAT REQUIRED BELOW
TURF. MFR: X-Grass Scott Dickerson 512-632-9180
PICKLEBALL COURT
PICKLEBALL COURTS
5" PT SLAB AT 3000 PSI OVER VAPOR BARRIER AND GEOTEXTILE
SHEET. SLOPE 1:120 TRANSVERSE (3" TOTAL SLOPE)
MFR: JIMMY FOX.
A901
PERSPECTIVES
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 VIEW LOOKING NORTHWEST AT CORNER OF 4TH AND THE RESORT PARKWAY
A902
PERSPECTIVES
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
1 VIEW LOOKING NORTH AT CORNER OF 4TH AND THE RESORT PARKWAY
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
A903
PERSPECTIVES1VIEW LOOKING SOUTHWEST AT BUILDING ENTRY
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
A904
PERSPECTIVES1VIEW LOOKING SOUTHWEST FROM THE RESORT PARKWAY
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
A905
PERSPECTIVES1VIEW LOOKING WEST FROM THE RESORT PARKWAY
CONSULTANTS:
CERTIFICATION:Project No.Drawn ByChecked ByDateRevision Date
THIS DRAWING IS PART OF A SET OF WORKING DRAWINGS. THE INFORMATION CONTAINED ON THIS DRAWING MUST BE COORDINATED WITH THE BALANCE OF THE DRAWINGS, AND CANNOT BE TAKEN AS A STAND-ALONE INSTRUCTION. ALL GENERAL NOTES AND SPECIFICATIONS APPLY TO EVERY SHEET IN THIS SET.MXRJEDContact: Paul Frederick12101 S. Crenshaw Blvd. #400Hawthorne, CA 90250paul@eurekarestaurantgroup.com310-331-823211301ELECTRIC PICKLERANCHO CUCAMONGA2024/01/19PLAN CHECK #:CASE #:*For additional information and project requirements and instructions visit www.brickandwest.com/build PLAN CHECK #:__________TRACKING #:__________PROGRESS
DRAWINGS
NOT FOR
CONSTRUCTION
A906
PERSPECTIVES1VIEW LOOKING SOUTH FROM PARKING LOT
THE RESORT PARKWAY
CLEVELAND AVENUE
FOURTH STREETVIA ASTI=CLEVELAND AVE /10+00.00 4TH STCITY OF RANCHO CUCAMONGACITY OF ONTARIO0.80.81.81.81.91.91.71.71.51.51.41.41.21.21.21.20.90.90.50.50.40.40.30.30.30.30.20.20.10.10.10.10.30.30.40.40.20.2-0.1-0.1-0.1-0.1-0.10.10.11.11.11.21.21.41.41.61.61.61.61.41.42.12.13.43.40.20.23.23.23.03.02.82.82.82.82.92.92.62.62.52.52.42.42.02.01.51.51.01.01.01.00.80.80.80.80.60.60.40.40.10.10.00.00.10.10.00.0-0.2-0.1-0.1-0.6-0.30.70.71.51.51.31.31.61.61.61.61.61.61.91.92.72.73.83.81.21.22.62.62.62.62.52.52.52.52.72.72.72.72.62.62.62.61.61.61.21.20.60.60.70.70.60.60.60.60.30.30.00.0-0.1-0.4-0.4-0.3-0.2-0.1-0.1-0.8-0.20.50.50.70.70.50.50.70.70.80.81.01.01.51.52.52.53.13.11.01.02.62.62.62.62.52.52.52.52.22.21.71.71.61.61.61.60.90.90.50.50.50.50.60.60.40.40.20.2-0.3-0.4-0.4-0.4-0.4-0.3-0.3-0.6-0.3-0.4-0.4-0.2-0.10.10.10.20.20.20.20.30.30.50.51.11.11.91.90.90.92.62.62.62.62.62.62.62.62.32.31.71.71.71.71.71.71.21.20.60.60.60.60.60.60.30.3-0.2-0.3-0.3-0.3-0.3-0.3-0.4-0.4-0.9-0.6-0.4-0.6-0.5-0.4-0.2-0.1-0.10.00.00.30.30.80.81.31.30.90.92.62.62.62.62.62.62.62.62.62.62.42.42.32.32.72.73.03.02.62.62.12.12.02.00.70.7-0.1-0.2-0.2-0.3-0.3-0.3-0.4-0.4-1.0-0.8-0.7-0.6-0.60.10.10.20.20.40.4-0.2-0.20.30.30.80.81.31.30.90.92.62.62.62.62.62.63.73.74.94.95.35.35.05.05.45.45.95.96.16.15.95.95.15.13.63.60.70.7-0.1-0.2-0.2-0.2-0.3-0.3-0.4-1.1-1.0-0.9-0.8-0.6-0.4-0.20.00.00.00.0-0.20.20.20.70.71.21.21.01.02.82.83.73.74.94.96.56.57.97.98.18.18.08.08.18.18.28.28.18.17.97.96.96.94.34.31.61.6-0.1-0.1-0.1-0.1-0.3-0.3-0.4-1.1-1.0-0.9-0.7-0.5-0.3-0.20.00.00.10.1-0.20.20.20.70.71.11.11.01.03.43.45.65.67.67.68.68.68.68.68.68.68.68.68.68.68.78.78.58.58.28.27.77.74.64.61.81.80.30.30.10.10.10.10.00.0-0.2-0.3-0.3-1.0-1.0-0.9-0.7-0.5-0.20.00.00.10.10.20.20.30.30.20.20.60.61.11.10.90.93.93.96.86.88.68.68.68.68.68.68.68.68.68.68.68.68.88.88.68.68.38.37.77.74.64.62.02.00.70.70.40.40.30.30.30.30.10.1-0.1-0.3-1.1-1.0-0.8-0.6-0.4-0.10.10.10.30.30.50.50.70.70.30.30.60.61.01.00.90.94.24.27.77.78.78.78.78.78.78.78.78.78.78.78.58.58.48.48.48.48.38.37.37.34.44.42.32.31.31.31.01.00.80.80.50.50.40.40.30.30.10.1-0.8-0.9-0.8-0.6-0.40.00.00.30.30.60.60.60.60.70.70.40.40.60.61.01.01.01.04.44.47.57.58.78.78.78.78.78.78.28.27.57.57.87.87.87.87.57.57.47.45.75.73.83.82.72.71.81.81.51.51.31.31.01.00.80.80.60.60.40.4-0.5-0.6-0.7-0.5-0.30.10.10.60.60.80.80.50.50.40.40.50.50.70.70.90.91.01.03.43.46.06.07.27.27.67.67.57.56.36.35.55.55.05.05.05.05.05.05.05.04.24.23.23.22.52.52.12.11.51.51.51.51.51.51.21.20.90.90.50.5-0.3-0.3-0.10.00.00.20.20.50.51.01.01.21.20.80.80.50.50.50.50.80.80.90.90.60.62.52.53.63.64.34.34.94.95.05.03.83.82.82.82.42.42.52.52.82.83.23.23.23.22.72.72.22.21.71.71.41.41.41.41.51.51.41.40.80.80.40.40.30.30.20.2-0.30.20.20.40.41.31.31.91.91.91.91.21.20.90.90.60.61.31.31.41.40.00.02.02.02.22.22.42.42.52.52.62.62.32.32.02.01.91.92.12.12.12.12.22.22.62.62.62.62.42.41.61.61.41.41.41.41.41.41.51.51.01.00.40.4-0.2-0.2-0.10.30.30.70.71.11.11.61.61.51.50.80.80.40.40.40.40.70.70.70.70.00.01.71.72.02.02.22.22.32.32.22.21.91.91.61.61.71.71.91.92.12.12.12.12.22.22.22.22.22.21.61.61.41.41.41.41.41.41.31.31.01.00.50.5-0.10.10.10.00.00.30.30.70.71.11.11.61.61.41.40.60.60.20.20.30.30.60.60.50.50.10.11.71.71.91.92.02.02.12.12.22.21.81.81.71.71.71.71.91.92.02.02.02.01.91.91.81.81.71.71.41.41.41.41.31.31.21.21.11.11.01.00.60.6-0.10.10.10.20.20.20.20.60.60.90.91.31.31.31.30.60.60.20.20.20.20.40.40.40.40.10.11.81.81.91.91.91.91.91.92.02.01.81.81.81.81.71.71.71.71.81.81.91.91.91.91.81.81.61.61.41.41.41.41.21.21.11.10.90.90.80.80.60.6-0.20.10.10.20.20.20.20.30.30.70.71.01.01.01.00.60.60.40.40.40.40.30.30.40.40.20.21.71.71.81.81.81.81.81.81.81.81.71.71.61.61.51.51.61.61.61.61.71.71.71.71.71.71.61.61.51.51.31.31.11.11.01.00.80.80.60.60.50.5-0.20.00.00.10.10.20.20.20.20.50.50.70.70.80.80.50.50.40.40.50.50.30.30.40.40.30.31.61.61.71.71.71.71.71.71.71.71.61.61.51.51.41.41.51.51.51.51.51.51.61.61.61.61.51.51.41.41.31.31.11.10.90.90.80.80.60.60.40.4-0.2-0.10.00.00.10.10.20.20.80.81.01.01.11.10.40.40.50.50.60.60.40.40.40.40.30.31.61.61.61.61.61.61.61.61.51.51.51.51.41.41.31.31.41.41.51.51.51.51.51.51.51.51.41.41.41.41.31.31.11.10.90.90.80.80.60.60.50.5-0.2-0.10.00.00.10.10.20.20.30.30.50.50.70.70.90.91.01.00.90.91.11.11.11.10.20.21.51.51.51.51.51.51.41.41.31.31.31.31.21.21.21.21.31.31.41.41.41.41.41.41.51.51.41.41.41.41.31.31.11.11.01.00.80.80.60.60.50.5-0.3-0.10.00.00.00.00.00.00.20.20.40.40.60.60.80.81.21.21.21.20.90.90.80.80.10.11.41.41.31.31.31.31.21.21.11.11.11.11.11.11.01.01.21.21.31.31.31.31.41.41.41.41.51.51.41.41.31.31.11.10.90.90.80.80.60.60.40.4-0.3-0.2-0.2-0.2-0.20.10.10.30.30.50.50.70.71.11.11.21.21.01.00.80.80.10.11.21.21.11.11.11.11.01.01.01.00.90.90.90.90.80.81.01.01.01.01.11.11.11.11.11.11.11.11.11.11.01.00.90.90.70.70.60.60.40.40.30.3-0.4-0.5-0.5-0.6-0.3-0.10.10.10.40.40.60.61.01.01.01.00.90.90.70.7-0.11.01.00.90.90.90.90.80.80.80.80.70.70.70.70.70.70.70.70.80.80.80.80.80.80.80.80.80.80.80.80.70.70.60.60.50.50.40.40.20.20.10.1-0.5-0.7-0.7-0.8-0.5-0.20.00.00.20.20.50.50.80.80.50.50.50.50.60.6-0.10.80.80.70.70.60.60.60.60.60.60.50.50.50.50.50.50.50.50.50.50.40.40.40.40.50.50.50.50.50.50.40.40.30.30.20.20.10.1-0.1-0.1-0.7-0.9-1.1-0.9-0.6-0.4-0.10.10.10.30.30.40.40.30.30.10.10.20.20.20.20.60.60.50.50.40.40.40.40.40.40.30.30.30.30.30.30.30.3-0.2-0.10.10.10.00.00.00.00.00.00.00.0-0.1-0.2-0.3-0.4-0.5-0.5-0.8-1.5-1.2-0.9-0.6-0.40.00.00.20.20.20.20.20.20.00.0-0.20.30.30.50.50.30.30.30.30.30.30.20.20.20.20.20.20.20.20.10.1-0.4-0.3-0.3-0.2-0.10.00.00.00.00.00.0-0.1-0.2-0.3-1.1-1.2-1.4-1.4-1.3-1.1-0.9-0.5-0.10.20.20.20.20.00.0-0.3-0.40.50.50.60.60.20.20.20.20.30.30.30.30.20.20.20.20.20.20.20.2-0.4-0.4-0.5-0.5-0.5-0.20.00.00.00.00.00.0-0.1-0.2-0.6-0.7-0.8-0.9-0.9-0.8-0.7-0.4-0.10.20.20.10.10.10.1-0.3-0.60.50.50.60.60.30.30.20.20.20.20.20.20.00.0-0.1-0.10.10.1-0.5-0.6-0.6-0.6-0.6-0.5-0.3-0.10.00.00.00.0-0.2-0.3-0.2-0.3-0.5-0.5-0.4-0.30.00.00.10.1-0.10.00.00.00.0-0.4-0.70.40.40.40.40.30.30.20.20.20.20.00.0-0.2-0.3-0.4-0.3-0.8-0.8-0.8-0.6-0.5-0.4-0.3-0.3-0.10.00.00.50.50.00.00.10.10.10.10.00.0-0.10.00.0-0.2-0.10.10.10.00.0-0.2-0.2-0.2-0.7-1.20.20.20.30.30.20.20.20.2-0.1-0.3-0.5-0.6-0.5-1.0-0.8-0.7-0.5-0.3-0.2-0.3-0.20.00.00.10.10.60.60.10.10.30.30.40.40.90.90.20.20.00.0-0.1-0.2-0.1-0.1-0.3-0.30.10.10.00.0-0.90.20.20.20.20.10.1-0.2-0.5-0.6-0.7-0.6-0.6-0.4-0.20.20.20.30.30.30.30.20.20.20.20.40.40.60.60.60.60.20.20.40.40.50.50.90.90.20.2-0.2-0.2-0.10.10.10.20.2-0.3-0.50.20.20.60.61029103010311032103310
3
6
1
0
3
5
10
3
4
1
0
3
31031103
0
1
0
2
910281029 102410291030TRACT 20118CERTIFICATION:PROJECT NO.
DRAWN BY
CHECKED BY
DATEREVISION
DATEDM
RAM
1060-2970
PROJECT05-08-2023CONCEPTUAL GRADINGELECTRIC PICKLE
RANCHO CUCAMONGA
CONTACT:PAUL FREDERICK
12101 S. CRENSHAW BLVD. #400
HAWTHORN, CA 90250
paul@eurekarestaurantgroup.com
310-331-8232 9302 PITTSBURGH AVE., SUITE 230RANCHO CUCAMONGA, CA. 91730PHONE: 909.481.6322 FAX: 909.481.6320ONTARIOINTERNATIONALAIRPORTFOURTH STREETSIXTH STREETARROW ROUTEFOOTHILL BLVDINLAND EMPIREBLVDHAVEN AVENUE
ARCHIBALD AVENUE
HERMOSA AVENUE
MILLIKEN
AVENUE
SANBERNARDINOAVENUEROCHESTER AVENUEMETROLINK
1510PROJECTCONCOURSVICINITY MAPNTSOWNER/DEVELOPERELECTRIC PICKLE12101 S. CRENSHAW BLVD. #400HAWTHORN, CA. 90250CONTACT: PAUL FREDERICK(310) 331-8232 OFFICEEmail: PAUL@EUREKARESTAURANTGROUP.COMCIVIL ENGINEERMADOLE & ASSOCIATES, INC.9302 PITTSBURGH AVENUE, SUITE 230RANCHO CUCAMONGA, CA 91730CONTACT: MARK BERTONE(909) 481-6322 ext. 120Email: mbertone@madoleinc.comARCHITECTBRICK & WEST DESIGNCONTACT: MIKE RUMPELTIN(602) 455-1982 OFFICEEmail: MIKE@BRICKANDWEST.COMAPN: 0210-010-207THE BEARING OF N89°22'39"W FORTHE CENTERLINE OF FOURTH STREETAS SHOWN ON PARCEL MAP No. 14647,P.M.B. 177/90-96, WAS USED AS THEBASIS OF BEARINGS FOR THIS MAP.BASIS OF BEARINGS:BENCHMARK NO. 10012CITY OF RANCHO CUCAMONGA - 1" ROUND HEADBOLT IN CONCRETE STAMPED "S.B. Co. BM 01670" ATNORTHEAST CORNER OF 6TH STREET ANDHELLMAN AVE., 1 FT. EAST OF BEGINNING OF CURBRETURN.ELEVATION: 1551.107'BENCHMARK:UTILITY COMPANIESWATER/SEWER:CUCAMONGA VALLEY WATER DISTRICT10440 ASHFORD STREETP.O. BOX 638 RANCHO CUCAMONGA, CA. 91729PHONE: (909) 987-2591ELECTRIC:RCMU10500 CIVIC CENTER DRIVERANCHO CUCAMONGA, CA 91730PHONE: (909) 919-2612EMAIL: rcmu.customer@cityforc.usTELEPHONE:FRONTIER1400 E. PHILLIPS BLVD. POMONA, CA 91766ATTN: JERRY PAUBELPHONE: (909) 469-6354GAS:SOUTHERN CALIFORNIA GAS CO.13525 12th STREET CHINO, CA 91719PHONE: (909) 613-1531UNDERGROUND SERVICE ALERT811EARTHWORK QUANTITIES:478 C.Y. CUT (RAW)5,089 C.Y. FILL (RAW)NTSS
T
.
ETIWANDA AVENUEONTARIOINTERNATIONALAIRPORTFOURTH STREETSIXTH STREETARROW ROUTEFOOTHILL BLVDINLAND EMPIREBLVDHAVEN AVENUE
ARCHIBALD AVENUE
HERMOSA AVENUE
MILLIKEN
AVENUE
SANBERNARDINOAVENUEROCHESTER AVENUEMETROLINK
1510PROJECTCONCOURSVICINITY MAPNTS
CERTIFICATION:PROJECT NO.DRAWN BYCHECKED BYDATEREVISION DATEDMRAM1060-2970PROJECT05-08-2023CONCEPTUAL GRADINGELECTRIC PICKLERANCHO CUCAMONGACONTACT:PAUL FREDERICK12101 S. CRENSHAW BLVD. #400HAWTHORN, CA 90250paul@eurekarestaurantgroup.com310-331-82329302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322 FAX: 909.481.6320
OWNER/DEVELOPER
ELECTRIC PICKLE
12101 S. CRENSHAW BLVD. #400
HAWTHORN, CA. 90250
CONTACT: PAUL FREDERICK
(310) 331-8232 OFFICE
Email: PAUL@EUREKARESTAURANTGROUP.COM
CIVIL ENGINEER
MADOLE & ASSOCIATES, INC.
9302 PITTSBURGH AVENUE, SUITE 230
RANCHO CUCAMONGA, CA 91730
CONTACT: MARK BERTONE
(909) 481-6322 ext. 120
Email: mbertone@madoleinc.com
ARCHITECT
BRICK & WEST DESIGN
CONTACT: MIKE RUMPELTIN
(602) 455-1982 OFFICE
Email: MIKE@BRICKANDWEST.COM
APN: 0210-010-207
THE BEARING OF N89°22'39"W FOR THE
CENTERLINE OF FOURTH STREET AS
SHOWN ON PARCEL MAP No. 14647, P.M.B.
177/90-96, WAS USED AS THE BASIS OF
BEARINGS FOR THIS MAP.
BASIS OF BEARINGS:
BENCHMARK NO. 10012
CITY OF RANCHO CUCAMONGA - 1" ROUND HEAD
BOLT IN CONCRETE STAMPED "S.B. Co. BM 01670" AT
NORTHEAST CORNER OF 6TH STREET AND
HELLMAN AVE., 1 FT. EAST OF BEGINNING OF CURB
RETURN.
ELEVATION: 1551.107'
BENCHMARK:
UTILITY COMPANIES
WATER/SEWER:
CUCAMONGA VALLEY WATER DISTRICT
10440 ASHFORD STREET
P.O. BOX 638 RANCHO CUCAMONGA, CA. 91729
PHONE: (909) 987-2591
ELECTRIC:
RCMU
10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
PHONE: (909) 919-2612
EMAIL: rcmu.customer@cityforc.us
TELEPHONE:
FRONTIER
1400 E. PHILLIPS BLVD. POMONA, CA 91766
ATTN: JERRY PAUBEL
PHONE: (909) 469-6354
GAS:
SOUTHERN CALIFORNIA GAS CO.
13525 12th STREET CHINO, CA 91719
PHONE: (909) 613-1531
UNDERGROUND SERVICE ALERT
811
LEGEND:
(35.00) EXISTING ELEVATION
TC
EP
FL
GB
TOP OF CURB
EXISTING PAVEMENT
FLOW LINE
GRADE BREAK
FS FINISHED SURFACE
FF FINISHED FLOOR
PE PAD ELEVATION
STREET LIGHT
FIRE HYDRANT
PROPOSED AC PAVEMENT
SD STORM DRAIN
01
EARTHWORK QUANTITIES:
478 C.Y. CUT (RAW)
5,089 C.Y. FILL (RAW)ST.ETIWANDA AVENUEONTARIO
INTERNATIONAL
AIRPORT
FOURTH STREET
SIXTH STREET
ARROW ROUTE
FOOTHILL BLVD
INLAND EMPIRE
BLVD HAVEN AVENUEARCHIBALD AVENUEHERMOSA AVENUEMILLIKENAVENUESAN BERNARDINO
AVENUEROCHESTER AVENUEMETROLINK
15
10
PROJECT
CO
NCO U R SVICINITY MAP
NTS
THE RESORT PARKWAYCLEVELAND AVENUEFOURTH STREET26'25.84'18.01'18'26'36'26'18'2.59'26'36'18'26'18'26'18'26'35'8.50'
8.50'
8.50'8.50'8.50'8.50'11'
17'41'11'2.27'10.74'
18'24'
VIA ASTI
=CLEVELAND AVE /
10+00.00 4TH ST
CITY OF RANCHO CUCAMONGA
CITY OF ONTARIO
SEE SHEET CG-02
BBSEE SHEET CG-02H
H
SEE SHEET CG-02
EE
SEE SHEET CG-02
FF
SEE SHEET CG-02CSEE SHEET CG-02D
D SEE SHEET CG-02G
G
SEE SHEET CG-02
AA
CRIDGERIDGERIDGERIDGEPROP. 6" CURB
PL EXIST. TRACT BOUNDARY
34.25TC
33.75FS
34.94TC
34.44FS
36.76TC
36.26FS
37.45TC
36.95FS
32.40TC
31.90FS
33.72TC
33.22FS
36.00TC
35.50FS
35.54TC
35.04FS
35.46TC
34.96FS 36.23TC
35.73FS
34.99TC
34.49FS 35.15TC
34.65FS
34.27TC
33.77FS
36.90TC
36.40FS
37.58TC
37.08FS
34.71TC
34.21FS
34.65TC
34.15FS
33.84TC
33.34FS
33.62TC
33.12FS
32.56TC
32.06FS
32.50TC
32.00FS
36.24TC
35.74FS
37.42TC
36.92FS
32.30TC
31.80FS 32.09TC
31.59TG
32.49TC
31.99FS
33.31TC
32.81FS32.91TC
32.41FS
32.42TC
31.92TG
33.03TC
32.53FS
37.33TC
36.83FS
36.32TC
35.82FS
32.85TC
32.35FS
32.98TC
32.48FS33.31TC
32.81FS
32.94FS32.43FS32.51FS32.51FS32.51FS32.24FS33.44FS32.13FS32.51FS32.43FS32.51FS33.44F
S33.44FS32.94F
S
32.13FS32.24
FS
3
3
.
0
2
F
S 37.31FS36.80TC
36.30FS
3
3
.
4
4
F
S
33.31TC
32.81FS
33.31TC
32.81FS
32.76FS32.76FS32.76FS32.76FS32.55FS32.33FS32.76FS32.51FS32.76FS32.55FS32.33FS33.12TC
32.62FS
34.43TC
33.93FS
35.91TC
35.41FS
34.43TC
33.93FS
35.97TC
35.47FS
33.04TC
32.54FS
33.99TC
33.49FS
35.82TC
35.32FS
34.39TC
33.89FS
37.49TC
36.99FS
35.35TC
34.85FS
34.46TC
33.96FS
34.41TC
33.91FS
35.31TC
34.81FS
34.74TC
34.24FS
33.37TC
32.87FS
33.61TC
33.11FS
(37.41) TC
(36.91) FL
(34.05) FS
0" CF
(34.58) FS
0" CF
33.08TC
32.58FS
33.16TC
32.66FS
34.35TC
33.85FS
34.32TC
33.82FS
36.07TC
35.57FS
36.11TC
35.61FS
32.75TC
32.25FS
???
3.50%
1.87%
3.42%
???
????????????3.4:13.3:14.1:11.83%1.00%
3.04%
1.98%
1.00%
2%1.77%1.30%1.70%
1.70%
0.83%1.86%1.00%1.00%0.50%4.5
6
%
2.00%5.05%
5.00%0.91%4.29%3.00%3.00%0.78%4.13%0.97%1.00%5%4.00%8.00%1.00%0.42%3.56%3.56%3.56%3.56%3.56%5.03%3.56%3.56%1.00%0.50%1.48%0.51%
0.51%4.36%1.20%26.88%
18.18%
0.21%
1.57%
11.00%
12.35%
4.4:1
???
???
???
3.63%1.08%1.70%
5
.
1
:
1
3.1:11.86%0.50%32.99
FS
38.00TC
37.50FS
PL
PL
PROP. 'V' GUTTER
0.83%32.69FS32.69FS33.44
FF
33.44
FF
GB
32.20FL30.93
FL /TG32.20FS32.29FS32.20FS32.28FS33.33FS33.33FS33.15FS3
2
.
8
4
F
S
PROP. 6" CURB
PROP. SD
33.20FS3
3
.
3
0
F
S
3
2
.
7
4
F
S32.78FS32.34FS0.83%0.77%0.77%0.77%0.77%0.66%0.66%
PROP. TRENCH
DRAIN
PROP. TRENCH DRAIN
PROP. 18" SD
PROP. SD
32.24FS32.24
FSPROP. WQ BMP (SEE PWQMP-01)31.16FLGB
GB33.44
FF
33.44
FF1.00%0.50%4.55%9.9'12.7'6'11.2'
5'
15'10'5.5'18'26'18'7.9'7.9'5.5'8.3'TRACT 20118
SECTION A-ASCALE: 1"=5'11'0.5'PLCL30'41'EXIST. SIDEWALKTHE RESORT PARKWAYEXIST. C&G13'PARALLEL PARKING17'DRIVE AISLE18'PARKING STALLS1% MIN. - 5% MAX.PROP. 6" CURB2% MAX.ELECTRIC PICKLE11'EXIST. SIDEWALKEXIST. C&G2% MAX.18'PARKING STALLS1% MIN. - 5% MAX.PROP. 6" CURBPLCL24'35'VARIES (15.1'-16.1')7.4'LANDSCAPE BUFFER3.42% THE RESORT PARKWAYSECTION B-BSCALE: 1"=5'ELECTRIC PICKLE66'C/LEXIST. C&G17.9'6.9'10.5'LANDSCAPE BUFFEREXIST. SIDEWALKPL39'4'BIKE LANE3'FOURTH STREET3.9:1 SLOPEPICKLEBALL COURTSECTION C-CSCALE: 1"=5'EXIST.MEDIAN35'ELECTRIC PICKLE66'C/LEXIST. C&G6.9'EXIST. SIDEWALKPL4'BIKE LANEFOURTH STREET3.9:1 SLOPEPICKLEBALL COURTSECTION D-DSCALE: 1"=5'13'RIGHT TURN LANEELECTRIC PICKLEPICKLEBALL COURTPL6'11'19'EXIST. PARKING STALLSEXIST. 6" CURBPROP. CONCRETE 'V' GUTTERLANDSCAPE BUFFERCLEVELAND AVENUE14'44'CL14.8'VARIES (1%-14%)3:1 MAXSECTION E-ESCALE: 1"=5'ELECTRIC PICKLE19'EXIST. PARKING STALLSEXIST. 6" CURB14'44'3.5%11'LANDSCAPE BUFFERPL3:1 MAX10.9'CLEVELAND AVENUECL18'PARKING STALLSSECTION F-FSCALE: 1"=5'ELECTRIC PICKLEPL18'PARKING STALLS1% MIN. - 5% MAX.PROP. 6" CURBELECTRIC PICKLE2.5'16.5'PARKING3'EXIST. 6'TUBULARSTEELFENCE7.2'GRADE TO EXIST.TM 20118SECTION G-GSCALE: 1"=5'3:1
MAXPL18'PARKING STALLS1% MIN. - 5% MAX.PROP. 6" CURBELECTRIC PICKLE2.5'EXIST. 6" C&G(1.66%)8'PARALLEL PARKINGCL13'DRIVE AISLETM 20118SECTION H-HSCALE: 1"=5'3:1 MAXCERTIFICATION:PROJECT NO.
DRAWN BY
CHECKED BY
DATEREVISION
DATEDM
RAM
1060-2970
PROJECT05-08-2023CONCEPTUAL GRADINGELECTRIC PICKLE
RANCHO CUCAMONGA
CONTACT:PAUL FREDERICK
12101 S. CRENSHAW BLVD. #400
HAWTHORN, CA 90250
paul@eurekarestaurantgroup.com
310-331-8232 9302 PITTSBURGH AVE., SUITE 230RANCHO CUCAMONGA, CA. 91730PHONE: 909.481.6322 FAX: 909.481.632002
DA 1
AREA = 116,787 SF (2.7 AC)
IMP = 0.90
DCV = 11,982 CF, 0.28 AC-FT
Qbmp = 0.6 CFS
1036
1035
1034
1033
1033 103210331
0
3
4 10351032103110301030 1031 1032 THE RESORT PARKWAYCLEVELAND AVENUEFOURTH STREETVIA ASTI
=CLEVELAND AVE /
10+00.00 4TH ST
CITY OF RANCHO CUCAMONGA
CITY OF ONTARIO
TRACT 20118
G2
1 4
1 4
1 4
11
25
3
3
3
DRAINAGE AREA BOUNDARY / PL
PROP. SD
PROP. SD
PROP. SD
PROP. TRENCH DRAINPROP. TRENCH DRAIN
PROP. 'V' GUTTER
EXIST. 66" SD
PROP. 18" SD
PROP. 1.0' COUNTOURS
6 6
6
6
THE RESORT PARKWAYCERTIFICATION:PROJECT NO.DRAWN BYCHECKED BYDATEREVISION DATEDMRAM1060-2970PROJECT05-08-2023P-WQMPELECTRIC PICKLERANCHO CUCAMONGACONTACT:PAUL FREDERICK12101 S. CRENSHAW BLVD. #400HAWTHORN, CA 90250paul@eurekarestaurantgroup.com310-331-82329302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322 FAX: 909.481.6320
01ST.ETIWANDA AVENUEONTARIO
INTERNATIONAL
AIRPORT
FOURTH STREET
SIXTH STREET
ARROW ROUTE
FOOTHILL BLVD
INLAND EMPIRE
BLVD HAVEN AVENUEARCHIBALD AVENUEHERMOSA AVENUEMILLIKENAVENUESAN BERNARDINO
AVENUEROCHESTER AVENUEMETROLINK
15
10
PROJECT
CO
NCO U R SVICINITY MAP
NTS
NOTES:
TOTAL WATER QUALITY TREATMENT AREA =116,787 SF (2.7 AC)
EXISTING SITE IMPERVIOUS AREA = 0 SF (0 %)
PROPOSED SITE IMPERVIOUS AREA = 105,108 SF (90%)
WATER QUALITY MITIGATION SUMMARY
STORMWATER RUNOFF AND NUISANCE FLOWS FROM THE PROJECT SITE WILL BE
INTERCEPTED BY AREA DRAINS, DROP INLETS, AND TRENCH DRAINS THROUGHOUT
THE SITE. BEFORE THE WATER LEAVES THE PROJECT SITE A DIVERSION MANHOLE
WILL INTERCEPT THE WATER QUALITY FLOWS AND ROUTE THEM THROUGH A
PRETREATMENT CLARIFIER. THE CLARIFIER WILL REMOVE TRASH, DEBRIS, OILS AND
POLLUTANTS FROM THE FIRST FLUSH FLOWS. A 96-INCH DIAMETER DETENTION
SYSTEM WILL RETAIN THE VOLUME AS IT IS INFILTRATED THROUGH VERTICAL
DRYWELLS..
PER THE APPROVED MASTER PLAN OF DRAINAGE, SUBAREA G2 WILL NEED TO
PROVIDE 5,090 CU. FT. OF DEAD STORAGE (DETENTION) AND AND 1.77 CFS OF
INFILTRATION. THIS IS ACHIEVED WITH 102 LINEAR FEET OF 96-INCH CMP AND THREE
(3) MAXWELL INJECTION WELLS.
NOTES:
1.ALL SOILS GROUP A
2.PRELIMINARY DESIGN OF INFILTRATION SYSTEMS ARE SUBJECT TO CHANGE UPON
RESULTS OF FINAL GEOTECHNICAL REPORT AND RECOMMENDATIONS.
3.A CONSTANT HEAD PERCOLATION TEST WAS PERFORMED ON AN EXISTING MAXWELL
lV INJECTION WELL ONSITE. THE TEST DETERMINED THAT THE MAXWELL CAN
INFILTRATE RUNOFF AT A CONSTANT RATE OF 1.20 CFS. A FACTOR OF SAFETY OF 2
WILL BE APPLIED TO THE RATE FOR FINAL DESIGN.
3
STORM DRAIN STENCIL: "NO DUMPING WE LIVE DOWNSTREAM" OR CITY APPROVED
EQUAL TO DISCOURAGE HARMFUL AND ILLEGAL DUMPING (NOTE: NOT ALL CATCH
BASINS TO CONTAIN CATCH BASIN STENCIL SHOWN ON MAP. ALL CURB OPENING
CATCH BASINS, WIDTH OF 3.5 FEET OR GREATER WILL BE STENCILLED PER CITY OF
RANCHO CUCAMONGA STD. PLAN No. 301, NOTE #8).
96" CMP RETENTION PIPE: THE RETENTION PIPE WILL STORE WATER QUALITY
RUNOFF VOLUME AS THE MAXWELL lV INJECTION WELLS INFILTRATE THE RUNOFF.
LIST OF LID BMPS
2
MAXWELL DRAINAGE SYSTEM: STORMWATER FROM THE DETENTION PIPE WILL BE
DRAINED VIA VERTICAL INJECTION WELLS. IN SITU TESTING ON ADJACENT
PROJECT SITES FOR THE INJECTION WELLS RESULTED IN A CONSTANT HEAD
PERCOLATION RATE OF 1.2 CFS. A FS OF 2 WILL BE APPLIED TO THE RATE
RESULTING IN A DESIGN PERCOLATION RATE OF 0.6 CFS PER MAXWELL.
1
LEGEND:
DRAINAGE AREA BOUNDARY
DA DRAINAGE AREA
SF SQUARE FEET
CF CUBIC FEET
DCV DESIGN CAPTURE VOLUME
IMP IMPERVIOUS RATIO
Qbmp WATER QUALITY FLOW RATE
G2 MASTER PLANNED DRAINAGE AREA 'G2'
(Tracts 20073 & 20105 Mainline Storm
Drainage Study - The Resort
Prepared by: Encompass Associates, Dated
October 12, 2017)
& INSPECTIONS:
ELECTRIC PICKLE
12101 S. CRENSHAW BLVD. #400
HAWTHORN, CA. 90250
FOR MAINTENANCE
RESPONSIBLE PARTY
WATER QUALITY BMP MAINTENANCE SCHEDULE
BMP MAINTENANCE FREQUENCY
TORRENT RESOURCES
MAXWELL INJECTION
WELLS
CLEARING AND
VACUUMING OF
SEDIMENT AND DEBRIS
WITHIN STORAGE AREA
PER MANUFACTURER'S
RECOMMENDATIONS.
2x/YEAR MINIMUM
(OCTOBER AND APRIL)
WITHIN 48 HOURS AFTER
MAJOR RAIN EVENTS
96" CMP
DETENTION
PIPES
CLEARING AND
VACUUMING OF
SEDIMENT AND DEBRIS
WITHIN PIPE PER
MANUFACTURER'S
RECOMMENDATIONS.
STORM DRAIN STENCIL: PER CITY OF RANCHO CUCAMONGA STD. PLAN No. 301,
NOTE #8.1
NO DUMPING
WE LIVE DOWN STREAM
CITY OF RANCHO CUCAMONGA
STORM DRAIN
STENCILING
REPLACEMENT OF
STORM DRAIN
STENCIL TO MAINTAIN
VISIBILITY.
AS NEEDED
ALL FUTURE APPLICABLE
STRUCTURAL SOURCE
CONTROL AND
NON-STRUCTURAL
SOURCE CONTROL BMPS
MAINTENANCE,
INSPECTION, REPAIR, ETC.
AS APPLICABLE FOR ALL
BMPs THAT APPLY DURING
FINAL DESIGN OF
PROJECT.
TO BE DETERMINED
OWNER/DEVELOPER
ELECTRIC PICKLE
12101 S. CRENSHAW BLVD. #400
HAWTHORN, CA. 90250
CONTACT: PAUL FREDERICK
(310) 331-8232 OFFICE
Email: PAUL@EUREKARESTAURANTGROUP.COM
CIVIL ENGINEER
MADOLE & ASSOCIATES, INC.
9302 PITTSBURGH AVENUE, SUITE 230
RANCHO CUCAMONGA, CA 91730
CONTACT: MARK BERTONE
(909) 481-6322 ext. 120
Email: mbertone@madoleinc.com
ARCHITECT
BRICK & WEST DESIGN
CONTACT: MIKE RUMPELTIN
(602) 455-1982 OFFICE
Email: MIKE@BRICKANDWEST.COM
4 CATCH BASIN FILTER INSERT: DROP INLETS 12" AND LARGER WILL BE OUTFITTED
WITH CATCH BASIN FILTER INSERTS TO REMOVE FIRST FLUSH TRASH AND DEBRIS.
5 PRETREATMENT CLARIFIER: HYDRO INTERNATIONAL FIRST DEFENSE (FD-3HC) OR
APPROVED EQUAL. THE PRETREATMENT CLARIFIER WILL REMOVE TRASH, DEBRIS,
OILS, AND POLLUTANTS FROM THE WATER QUALITY FLOWS PRIOR TO ENTERING
THE UNDERGROUND RETENTION AND INFILTRATION SYSTEM.50'30'18.5'
8'10'DIVERSION
MANHOLE WITH
LOW FLOW INLET
PRETREATMENT
CLARIFIER
MAINTENANCE
ACCESS RISER
96-INCH SOLID
WALL CMP
DETENTION PIPE THE RESORT PARKWAY18" 100-YEAR
STORM DRAIN
OUTLET
RETENTION / INFILTRATION SYSTEM DETAIL
SCALE: 1"=20'
2x/YEAR MINIMUM
(OCTOBER AND APRIL)
WITHIN 48 HOURS AFTER
MAJOR RAIN EVENTS
CATCH BASIN
FILTER INSERTS
CLEARING AND
VACUUMING OF
SEDIMENT AND DEBRIS
WITHIN FILTER PER
MANUFACTURER'S
RECOMMENDATIONS.
2x/YEAR MINIMUM
(OCTOBER AND APRIL)
WITHIN 48 HOURS AFTER
MAJOR RAIN EVENTS
6 CATCH BASIN FILTER INSERTS: TRENCH DRAINS AND DROP INLETS TO BE
OUTFITTED WITH FULL CAPTURE INLET FILTERS. BIO-CLEAN FABRIC FILTER BY
CONTECH FOR DROP INLETS (OR APPROVED EQUAL). REM INC. TRITON TDAM
FILTER FOR TRENCH DRAINS (OR APPROVED EQUAL). DETAILS PER SHEET 2.
WATER QUALITY MITIGATION SUMMARY
CERTIFICATION:PROJECT NO.DRAWN BYCHECKED BYDATEREVISION DATEDMRAM1060-2970PROJECT05-08-2023P-WQMPELECTRIC PICKLERANCHO CUCAMONGACONTACT:PAUL FREDERICK12101 S. CRENSHAW BLVD. #400HAWTHORN, CA 90250paul@eurekarestaurantgroup.com310-331-82329302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322 FAX: 909.481.6320
0102
S
T
.
ETIWANDA AVENUEONTARIOINTERNATIONALAIRPORT4TH STREET6TH STARROW ROUTEFOOTHILL BLVDINLAND EMPIREBLVDHAVEN AVENUE
ARCHIBALD AVENUE
HERMOSA AVENUE
MILLIKEN
AVENUE
SANBERNARDINOAVENUEROCHESTER AVENUEMETROLINK
1510PROJECTCONCOURSVICINITY MAPNTSCERTIFICATION:PROJECT NO.
DRAWN BY
CHECKED BY
DATEREVISION
DATEDM
RAM
PROJECT05-08-2023
01SITE UTILIZATIONELECTRIC PICKLE
RANCHO CUCAMONGA
CONTACT:PAUL FREDERICK
12101 S. CRENSHAW BLVD. #400
HAWTHORN, CA 90250
paul@eurekarestaurantgroup.com
310-331-8232 9302 PITTSBURGH AVE., SUITE 230RANCHO CUCAMONGA, CA. 91730PHONE: 909.481.6322 FAX: 909.481.6320FOURTH STREETCLEVELAND AVENUE (PRIVATE)
THE RESORT PARKWAYVIA PIEMONTE
VIA ASTI
600'600'600'600'MEDIUM HIGH RESIDENTIALEXISTING ZONING:EMPIRE LAKES SPECIFIC PLANINDUSTRIAL PARKEXISTING ZONING: EMPIRE LAKES SPECIFIC PLANRESOR
T
P
A
R
K
W
A
YPARCEL 2P.M. NO. 17318P.M. 214/83-84PARCEL 3P.M. NO. 17318P.M. 214/83-84PARCEL 1P.M. NO. 17318P.M. 214/83-84TRACT NO. 18406 M.B. 332/46-49THE
PROJECT BOUNDARYPROJECT BOUNDARYPROJECT BOUNDARYPROJECT BOUNDARYTRACT NO. 20118M.B. 349/52-58RESIDENTIAL(VACANT)MIXED USE(VACANT)MIXED USE(VACANT)MIXED USE(VACANT)MIXED USE(VACANT)MIXED USE(VACANT)MIXED USE(VACANT)MIXED USE(VACANT)MIXED USE(VACANT)ZONING: SP (SPECIFIC PLAN)COMMERCIALEXISTING RETAILCITY OF RANCHO CUCAMONGACITY OF ONTARIO
DESIGN REVIEW COMMENTS
March 19, 2024
7:00 p.m.
Sean McPherson, Principal Planner
DESIGN REVIEW – FOOTHILL LOFTS, LLC – A request to construct a mixed-use development
comprising 385 residential units and approximately 6,216 square feet of commercial lease area
on approximately 8.41 acres of land at the southeast corner of Foothill Boulevard and Elm
Avenue. The project area has a General Plan land use designation of City Corridor – High. APN:
0208-961-05, -06, and -07 (DRC2022-00162).
Site Characteristics:
The 8.41-acre project site is located at the southeast corner of Foothill Boulevard and Elm
Avenue. The project area comprises three vacant parcels and slopes gently from north to south.
The project area is covered in native and non-native shrubs and is void of trees. The dimensions
of the roughly rectangular project area are approximately 470 feet from north to south and 830
feet from east to west.
Background and Legislative Context:
As noted, the General Plan land use designation of the subject project area is City Corridor-High.
This land use designation has been in place since the City Council adopted the current General
Plan on December 15, 2021. Following the General Plan update, the City Council adopted a
comprehensive code update to correspond to the General Plan update on May 18, 2022.
However, the applicant submitted an SB 330 preliminary application on April 20, 2022 (followed
by a timely full application), which vested the project to applicable development standards in place
at the time in accordance with state law. As of April 20, 2022, the zoning in place at the time was
Industrial Park (IP). Thus, the project is not subject to the current Corridor 2 (CO2) Zone and was
instead reviewed against Industrial Park (IP) standards and the General Plan.
The Land Use, General Plan, and Zoning Designations for the project site and adjacent properties
are as follows:
Table A: Surrounding Land Use and Zoning Context
In addition to the SB 330 application which vested the application to Industrial Park (IP) standards,
the applicant also proposes to provide 5% of the residential units (20 units) as “Very Low
Affordable” units. As a result, and pursuant to State Density Bonus Law (SDBL), the applicant is
requesting waivers from various development standards. To be clear, staff will not discuss any
recommendations or acceptance of these waivers in this report as the Design Review Committee
Land Use General Plan Zoning
Site Vacant City Corridor - High Industrial Park (IP)*
North Mixed-Use City Corridor - High Corridor 2
South Commercial/Industrial Neo-Industrial
Employment District Neo-Industrial (NI)
East Mixed-Use City Corridor - High Corridor 2 (CO2)
West Mixed-Use City Corridor - High Corridor 2 (CO2)
*Zoning designation in place at the time that the applicant submitted their SB 330 application
DRC COMMENTS
DR DRC2022-00162– FOOTHILL LOFTS, LLC
March 19, 2024
Page 2
is not the final decision-making authority on such items. A full discussion of waivers will be
provided to the Planning Commission at the appropriate time.
Project Design and Layout:
The project proposes three 4-story buildings which front along Foothill Boulevard, Elm Avenue
and a portion of Eucalyptus Street. The project proposes approximately 6,216 square feet of
commercial lease area and a “retail plaza” to be located at the corner of Foothill Boulevard and
Elm Avenue. Additional plazas are located throughout the site. A proposed central amenity area
includes a pool, spa and recreational patio lounge seating area with cabanas, chaise lounges,
modular seating and outdoor kitchen facilities. A fenced dog park is located at the southern portion
of the site, adjacent to the terminus of Eucalyptus Street.
Figure 1: Site Plan
Architecture:
The applicant identifies the project’s architectural theme as “Southern California Contemporary.”
The project proposes a linear roof line with building materials that include dark gray corrugated
metal panels, light gray concrete block, stucco and brushed metal. Additional building materials
include perforated metal panels, flat metal accents and vinyl storefront.
DRC COMMENTS
DR DRC2022-00162– FOOTHILL LOFTS, LLC
March 19, 2024
Page 3
Figure 2: View from Foothill Boulevard
Figure 3: Expanded view from Foothill Boulevard (Retail area)
DRC COMMENTS
DR DRC2022-00162– FOOTHILL LOFTS, LLC
March 19, 2024
Page 4
Figure 4: Looking east from Elm Avenue, project’s proposed east-west drive aisle/fire access lane.
Unit Composition and Floor Plans:
The project is comprised of 385 elevator-served residential units. Commercial lease areas are
located on the project’s first-story frontage along Foothill Boulevard. The table below summarizes
the number of residential units and square feet of commercial lease area:
Table B: Unit Summary
UNIT SUMMARY
Residential
Unit Type Unit Size Number of Units
Studio 430 SF 63
1 Bedroom 611 to 636 SF 192
2 Bedroom 911-930 SF 130
Total Number of Units 385
Commercial Total Area
Commercial (SF) N/A 6,216
Recreational Amenities:
The project also proposes various amenity spaces to be used by the residents of the development.
Resident amenities include the following:
• Pool/spa with lounge seating areas
• Dog park
• Fitness room
• Club room
• Co-workspace
• Leasing office
• Mail room
DRC COMMENTS
DR DRC2022-00162– FOOTHILL LOFTS, LLC
March 19, 2024
Page 5
Development Standards and Parking:
As noted, an SB330 preliminary application was received for the project on April 20, 2022, prior
to the City Council’s adoption of the comprehensive development code update on May 18, 2022,
but after the current general plan land use designation of City Corridor – High was adopted on
December 15, 2021. As such, the project is subject to the development standards in the
Development Code for the Industrial Park (IP) Zone in effect for the property as of April 20, 2022,
while the applicable standards of the general plan are outlined in the 2021 general plan update.
As also noted, the applicant has requested waivers from various development standards through
State Density Bonus Law (SDBL). Under the SDBL, a “waiver” is intended to modify or reduce
applicable development standards that would have the effect of physically precluding the
construction of the proposed density bonus units or the developer’s requested concession or
incentive. Again, a full discussion on the applicant’s requested waivers will be provided to the
Planning Commission. See below for the project’s compliance with relevant development
standards in the context of Industrial Park (IP) standards, general plan requirements and waivers
requested:
Table C: Development Standards Compliance Table
Development Standard Required Proposed Complies
Density (General Plan) 36 to 60 DU/AC 45.8 DU/AC YES
Use-Max FAR (General
Plan) 0.6-1.5 FAR
0.017, with ground
floor units on Foothill
built to commercial
ceiling height
Waiver*
Setbacks (IP)
Variable along Major,
Arterial or
Local/Collector)
Variable Waiver*
Building Height (Industrial
Park) 35 feet 60 feet Waiver*
Landscape/Open Space
Area (Industrial Park)
15% min (54,951
square feet)
16% (58,697 square
feet) YES
*Applicant has requested waivers through state law
Regarding parking, the project proposes 466 parking spaces to serve the residential units and
commercial areas of the project. As a result of parking reductions afforded to the project through
state law, these 466 parking spaces meet the minimum number of required parking spaces for
the project.
Foothill Boulevard Frontage Improvements:
In addition to development standards, staff also notes that the applicant and staff have been
engaged in discussions relative to required frontage improvements as stipulated by the General
Plan. These discussions have been focused on ensuring the project meets the minimum
requirements outlined in the General Plan. Figure M-3 of the General Plan identifies Foothill
Boulevard as a “Boulevard” roadway typology. Volume 2, Chapter 4 (Mobility & Access) of the
General Plan elaborates on the various iterations of Boulevards. As noted in the general plan,
these “…heavy surface transit routes should be prioritized for pedestrian safety improvements in
DRC COMMENTS
DR DRC2022-00162– FOOTHILL LOFTS, LLC
March 19, 2024
Page 6
both the immediate surrounding area and major access routes within the transit access shed such
as Foothill Boulevard…" (General Plan, Volume 2, Chapter 4, Page 162). As described in the
general plan, these pedestrian safety improvements would include slow-speed vehicular travel
lanes, parallel parking lanes, protected bicycle lanes or similar improvements which separate the
primary vehicular realm from the pedestrian realm (see Figure 5 below). Under the Boulevard
designation, the General Plan establishes a clear vision of Foothill Boulevard as a highly active,
multi-modal pedestrian corridor. Thus, while the tone of Foothill Boulevard today may appear to
be a high-volume, high-speed vehicular corridor, the General Plan represents a paradigm shift to
where this corridor will become the city’s primary east-west pedestrian-oriented corridor.
Figure 5: Excerpt of Boulevard Roadway Sections
Since the subject development application was submitted, staff and the applicant have engaged
in many conversations in an attempt to come to a set of frontage improvements which are in
compliance with the general plan. The applicant asserts that requiring full vehicular frontage lanes
with parallel parking would be impossible due to cost and physical limitations of the site. As a
result, staff has offered that the project would still achieve general plan compliance by providing
a Class IV bicycle lane (“cycle track”) across the majority of the project frontage. Generally, staff
and the applicant are in agreement with this approach, however certain details remain unresolved
which are discussed below and which are itemized in the recommendation section of this report.
Notably, staff notes that in an effort to establish street parking consistent with the general plan,
the applicant has provided 4 on-street parking spaces along Elm Avenue which staff is in
agreement with.
Regarding the specific topic of unresolved details for the Foothill Boulevard frontage, and in order
to be consistent with the general plan, staff asserts that a cycle track along the project frontage
would involve the construction of a 4-foot-wide raised median and 7-foot-wide protected bicycle
lane. Staff also requires that the applicant construct a 10-foot-wide linear (not meandering)
sidewalk offset with the new curb. Notably, as this project area is located within the City Corridor
DRC COMMENTS
DR DRC2022-00162– FOOTHILL LOFTS, LLC
March 19, 2024
Page 7
– High land use designation, and as provided in the general plan (Volume 4, pages 319, Table
PT-1 and 325, Table PT-3), sidewalks within the corridor should be a minimum of 10 feet in width.
Staff notes that these frontage improvements would necessitate the reconstruction of the center
median and the restriping of vehicular travel lanes within Foothill Boulevard along the project
frontage (See Exhibit B).
Alternatively, the applicant is instead proposing a cycle track with a 4-foot-wide raised median, 5-
foot-wide bicycle lane, a 6-8 foot variable sidewalk along the project’s Foothill Boulevard frontage,
and no modifications to the center median or travel lanes within Foothill Boulevard (See Exhibit
C).
Staff Recommendation:
Staff requests that the Design Review Committee consider the various aspects of the project and
provide direction to staff relative to frontage improvements:
• Option 1: As staff recommends, the project shall provide a 4-foot-wide raised median, 7-
foot bicycle lane, 10-foot sidewalk, and related median and traffic-lane improvements
within Foothill Boulevard.
• Option 2: As the applicant recommends, the project shall provide a 4-foot-wide raised
median, 5-foot bicycle lane, and 6-foot sidewalk with no related median or traffic-lane
improvements within Foothill Boulevard.
• Option 3: Any additional option which may be considered by the Design Review
Committee not contemplated in this report.
The Design Review Committee may select one of the two options indicated below:
☒Recommend Approval of the design of the project as proposed by the applicant.
OR
☒Recommend Approval with Modifications to the design of the project by incorporating
revisions requested by the Committee. Follow-up review by the Committee is not required. The
revisions shall be verified by staff prior to review and action by the Planning Director / Planning
Commission.
☐Recommend Denial of the design of the project as proposed by the applicant.
Design Review Committee Action:
Staff Planner: Sean McPherson, Principal Planner
Members Present:
Staff Coordinator: Jennifer Nakamura, Deputy Planning Director
Attachments:
Exhibit A: Plan Set
Exhibit B: Site Plan with Staff Recommended Frontage Improvements
Exhibit C: Site Plan with Applicant Recommended Frontage Improvements
Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A0-0TITLE SHEETNTSCONTENTSARCHITECTUREA0-0 TITLE SHEETA1-0 SITE PLANA1-1 FIRE ACCESS PLANA1-2 OPEN SPACE PLANA2-0 BUILDING ELEVATIONSA2-1 BUILDING ELEVATIONS - AA2-2 BUILDING ELEVATIONS - AA2-3 BUILDING ELEVATIONS - BA2-4 CARPORT ELEVATIONSA3-0 BUILDING PLANS - AA3-1 BUILDING PLANS - AA3-2 BUILDING PLANS - AA3-3 BUILDING PLANS - AA3-4 BUILDING PLANS - BA3-5 BUILDING PLANS - BA3-6 BUILDING PLANS - BA4-0 BUILDING SECTIONSA5-0 UNIT PLANSA5-1 UNIT PLANSA5-2 LEASING AND AMENITY PLANA5-3 LEASING AND AMENITY PLANA6-0 CONCEPTUAL PERSPECTIVESA6-1 CONCEPTUAL PERSPECTIVESA6-2 CONCEPTUAL PERSPECTIVESA6-3 CONCEPTUAL PERSPECTIVESA8-0 COLOR AND MATERIALSA9-0 PRIVATE STORAGE EXHIBITA9-1 TRASH EXHIBITCIVILC-1 TITLE SHEETC-2 SITE UTILIZATION MAPC-3 TOPOGRAPHIC MAPC-4 PRELIMINARY SITE SECTIONSC-5 PRELIMINARY GRADING PLANC-6 PRELIMINARY CUT & FILL MAPC-7 PRELIMINARY WQMP SITE & DRAINAGE PLANC-8 PRELIMINARY STORM DRAIN PLANC-9 PRELIMINARY WET UTILITY PLANC-10 PRELIMINARY WQMP BMP DETAILSLANDSCAPE01 COVER SHEET02 CONCEPTUAL LANDSCAPE PLAN03 CONCEPTUAL FENCE AND WALL04 CONCEPTUAL PALMS AND TREES IMAGERY05 CONCEPTUAL SHRUBS AND GROUNDCOVERS IMAGERYVICINITY MAP NTSPROJECT LOCATIONFOOTHILL LOFTSRANCHO CUCAMONGA, CAExhibit A
LOBBYTRASHTERMELEC.ROOMLOBBYTRASHTERMTRASHTERMTRASHTERMUPPER
LOBBY ELEC.ROOMELEC.ROOMRETAIL6216 SQ. FT.LOWERLOBBYLEASINGCO-WORKINGMAILCLUBROOMFITNESSROOMCLEANAIRVEHICLECLEANAIRVEHICLECLEANAIRVEHICLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCSEVCSEVCSEVCSEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVREADYEVCAPABLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVINSTALLEDEVREADYEVREADYLOADING
LOADING
LOADING
PROJECTENTRYPOOL COURTYARDLOADING
LOADING
LOADING PROJECTENTRY466 PARKING SPACESLOBBYTRASHTERMTRASHTERMTRASHTERMUPPER
LOBBY ELEC.ROOMELEC.ROOMRETAIL6216 SQ. FT.LOWERLOBBYLEASINGCO-WORKINGMAILCLUBROOMFITNESSROOMLOBBYTRASHTERMELEC.ROOMFOOTHILL BOULEVARDELM AVENUEEUCALYPTUS STREETEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCSEVCSEVCSEVCSEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVREADYEVCAPABLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVINSTALLEDEVREADY0925'-0"25'-0"25'-0"25'-0"26'-0"25'-0"25'-0"25'-0"
25'-0"25'-0"
18'-0"9'-0"11'-1"11'-6"15'-6"22'-8"12'-6"14'-6"25'-1"15'-5"25'-7"33'-2"10'-0"10'-0"10'-0"08030425'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"050625'-0"07010295'-1"140'-3"
53'-10"1026'-0"03Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A1-0ARCHITECTURAL SITE PLANPROJECT SUMMARY0408020CALLOUT LEGEND01 BUILDING A02 BUILDING B03 MID-BLOCK PEDESTRIAN AND BICYCLE CONNECTION04 RETAIL PORTAL05 RETAIL PATIO06 DOG PARK07 EUCALYPTUS STREET CONNECTION08 PROPERTY LINE09 PUBLIC UTILITIES EASEMENT10 FUTURE ELECTRIC VEHICLE CHARGING STATIONPROJECT SUMMARYFOOTHILL BLVD AND ELM AVENUERANCHO CUCAMONGA, CA4-STORY SLAB-ON-GRADE TYPE V BUILDINGAREA: ±366,546 SF (8.41 AC)UNITS: 385 DUDENSITY: 45.8 DU/ACPROGRAMBUILDING A COMMERCIAL: 6,216 SFLEASING / MAIL: 2,042 SFAMENITIES: 4,336 SFRESIDENTIAL: 276,541 SFTOTAL GSF:289,135 SFBUILDING B RESIDENTIAL: 78,176 SFTOTAL SITE GSF:367,311 SFUNIT MIXSTUDIO: 63 UNITS (16%)1-BED:192 UNITS (50%)2-BED:130 UNITS (34%)TOTAL: 385 UNITSAVG UNIT SIZE: 698 SFPARKINGREQUIRED PER ZONING: (1.3 SP/DU STUDIO, 1.5 SP/DU 1-BED, 2 SP/DU 2-BED, 1 SP/5 DU GUEST, 4 SP/1000 SF COMMERCIAL)707 SPACES RESIDENTIAL 25 SPACES COMMERCIAL732 TOTAL SPACESREQUIRED PER GOV'T CODE SEC. 65915(p): (1 SP/DU STUDIO & 1-BED, 1.5 SP/DU 2-BED, 4 SP/1000 SF COMMERCIAL)450 SPACES RESIDENTIAL 25 SPACES COMMERCIAL475 TOTAL SPACESREQUIRED PER AB 2097: NO MINIMUM AUTOMOBILE PARKING REQUIREMENT LOCATED WITHIN 1/2 MILE OF PUBLIC TRANSITPROVIDED: 466 TOTAL SPACESPROVIDED COMMERCIAL (SHARED SPACES):COVERED: 8 SPACESOPEN:18 SPACES26 TOTAL COMMERCIAL SPACESEVCS: 4 SPACESPROVIDED RESIDENTIAL:COVERED: 348 SPACES (0.90 SP/DU)OPEN: 92 SPACES 440 TOTAL RESIDENTIAL SPACESTANDEM: 145 SPACESEV CAPABLE: 44 SPACES (10%)EV READY: 110 SPACES (25%)EV INSTALLED: 22 SPACES (5%)
EVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCSEVCSEVCSEVCSEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVREADYEVCAPABLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVINSTALLEDEVREADY15'-9"27'-7"34'-10"22'-10"34'-5"25'-10"15'-2"28'-7"150'40'100'150'15'35'30'90'12'50'135'26'-0"26'-0"FOOTHILL BOULEVARDELM AVENUEEUCALYPTUS STREET125'150'150'110'150'
150'
150'
150'
150'
150'
150'
140'29'-4"150'Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A1-1FIRE ACCESS PLAN0408020ARROW LEGENDFIRE ACCESS(26' WIDTH MIN.)AERIAL APPARATUS ACCESS(26' WIDTH MIN.)STANDPIPE(AT ALL LEVELS / ROOF ACCESS)HOSE PULL BUILDING COVERAGE (EXTERIOR)
FOOTHILL BOULEVARDELM AVENUEEUCALYPTUS STREETEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCSEVCSEVCSEVCSEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVREADYEVREADYEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVREADYEVCAPABLEEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVINSTALLEDEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVREADYEVCAPABLEEVINSTALLEDEVREADY06030202010605050505050504Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A1-2OPEN SPACE PLAN0408020OPEN SPACEREQUIRED150 SF/DU:57,750 SFCOMMON OPEN SPACE: - ONE DIMENSION OF AT LEAST 15'- INDOOR RECREATION ROOM UP TO 600 SFPRIVATE OPEN SPACE: - MIN DIMENSION ON ANY SIDE OF 6'- MAX 30% OF REQUIRED = 17,325 SFPROVIDEDCOMMON OPEN SPACE: 41372 SQ. FT.INDOOR RECREATION: 600 SFPRIVATE OPEN SPACE: 17,325 SF-------------------------TOTAL: 59,297 SFAREA LEGEND01 POOL COURTYARD - 13778 SQ. FT.02 RETAIL PLAZA - 8370 SQ. FT.03 AMENITY PLAZA - 4711 SQ. FT.04 DOG PARK -3187 SQ. FT.05 ENTRY PLAZAS - 11320 SQ. FT.06 INDOOR AMENITY - 6988 SQ. FT.COLOR LEGENDCOMMON OPEN SPACEPRIVATE OPEN SPACEINDOOR AMENITY
AMENITY-RICHSTREET FRONTAGEMID-BLOCK PEDESTRIANAND BICYCLE CONNECTION,MAIN BUILDING ENTRYRESIDENTIAL PATIOSWITH LANDSCAPEBUFFERRETAIL PORTALPARKING CONNECTIONPUBLIC RETAILAMENITY PLAZAPARAPET RELIEF TOBREAK UP LONG ELEVATIONPROJECT PASEOPUBLIC RETAILAMENITY PLAZARESIDENTIAL PATIOSWITH LANDSCAPEBUFFERPARAPET RELIEF TOBREAK UP LONG ELEVATIONPROJECT PASEORESIDENTIAL PATIOSWITH LANDSCAPEBUFFERMID-BLOCK PEDESTRIANAND BICYCLE CONNECTION,MAIN BUILDING ENTRYRESIDENTIAL PATIOSWITH LANDSCAPEBUFFERAMENITY RICHFRONTAGEPARAPET RELIEF TOBREAK UP LONG ELEVATIONArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A2-0BUILDING ELEVATIONS03060152 | NORTH ELEVATION - FOOTHILL BOULEVARD21 | WEST ELEVATION - ELM AVENUE3 | EAST ELEVATION - FOOTHILL GATEWAY134 | SOUTH ELEVATION - EUCALYPTUS STREET4
07010101020202030303030304040404040504060606060909+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"Roof010102030303040405060608080910+/- 44'-6"
60' MAXIMUM + 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"Roof+/- 43'-0"
60' MAXIMUM 010204060503080304040609Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A2-1BUILDING ELEVATIONSBUILDING A - WEST AND NORTH03060152 | NORTH ELEVATION - FOOTHILL BOULEVARD (LEFT)CALLOUT LEGEND01 CORRUGATED METAL02 CMU BLOCK03 STUCCO04 VINYL WINDOW05 STOREFRONT06 PERFORATED METAL RAILING07 PERFORATED METAL PANEL08 DECORATIVE LIGHT FIXTURE09 AWNING10 SIGNAGE3 | NORTH ELEVATION - FOOTHILL BOULEVARD (RIGHT)2MATCH LINE
MATCH LINE
31 | WEST ELEVATION - ELM AVENUE1
+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"Roof020304050609090107050409030303020601010604081010+/- 50'-0"
60' MAXIMUM 0409060102020303040406070801010706+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"Roof+/- 44'-6"
60' MAXIMUM 01010102030303040404060609Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A2-2BUILDING ELEVATIONSBUILDING A - EAST AND SOUTH03060152 | SOUTH ELEVATION - EUCALYPTUS STREET (LEFT)CALLOUT LEGEND01 CORRUGATED METAL02 CMU BLOCK03 STUCCO04 VINYL WINDOW05 STOREFRONT06 PERFORATED METAL RAILING07 PERFORATED METAL PANEL08 DECORATIVE LIGHT FIXTURE09 AWNING10 SIGNAGE3 | SOUTH ELEVATION - EUCALYPTUS STREET (RIGHT)MATCH LINE
MATCH LINE
2312 | EAST ELEVATION - FOOTHILL GATEWAY
+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"Roof+/- 44'-6"
60' MAXIMUM 0101020303030404040606060709+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"Roof+/- 43'-0"
60' MAXIMUM 01020304040406060910+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"Roof+/- 50'-0"
60' MAXIMUM 010302020304040606090101+/- 44'-6"
60' MAXIMUM+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"Roof0306040701030406060309Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A2-3BUILDING ELEVATIONSBUILDING B0306015CALLOUT LEGEND01 CORRUGATED METAL02 CMU BLOCK03 STUCCO04 VINYL WINDOW05 STOREFRONT06 PERFORATED METAL RAILING07 PERFORATED METAL PANEL08 DECORATIVE LIGHT FIXTURE09 AWNING10 SIGNAGE11 | NORTH ELEVATION2342 | WEST ELEVATION - ELM AVENUE4 | SOUTH ELEVATION - EUCALYPTUS STREET3 | EAST ELEVATION
DRIVE AISLE9'-0"STALL WIDTH18'-0"STALL DEPTHArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660NTSA2-4CARPORT ELEVATIONSPARKING DIMENSIONS* CARPORTS BY BAJA CARPORTS OR EQUALTYPICAL PARKING DIMENSIONS AND LAYOUT
RETAIL6216 SQ. FT.LEASINGCO-WORKINGMAILCLUBROOMFITNESSROOM798'-10"203'-6"387'-6"387'-6"LOBBYTRASH TERMELECTRICAL ROOMTRASH TERMELECTRICAL ROOMLOBBYTRASH TERMLOBBY, MID-BLOCK PEDESTRIANAND BICYCLE CONNECTIONRETAIL PORTALArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A3-0BUILDING PLAN - BUILDING AFIRST FLOOR0306015
CLUB ROOMBELOWFITNESS BELOWLEASINGBELOWRETAIL BELOWCO-WORKINGMAILBELOW798'-10"203'-6"387'-6"387'-6"LOBBYRETAIL PORTALLOBBY, MID-BLOCK PEDESTRIANAND BICYCLE CONNECTIONLOBBYArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A3-1BUILDING PLAN - BUILDING ASECOND FLOOR0306015
798'-10"203'-6"387'-6"387'-6"LOBBYLOBBY, MID-BLOCK PEDESTRIANAND BICYCLE CONNECTIONLOBBYArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A3-2BUILDING PLAN - BUILDING ATYPICAL UPPER FLOOR (LEVELS 3 & 4)0306015
SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPE798'-10"203'-6"387'-6"387'-6"ELEVATOROVERRUNELEVATOROVERRUNROOF BELOWROOF ACCESSROOF ACCESSELEVATOROVERRUNMECHANICALUNITS, TYP.ROOF ACCESSROOF ACCESSArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A3-3BUILDING PLAN - BUILDING AROOF PLAN0306015
238'-2"149'-2"LOBBYTRASH TERMELECTRICAL ROOMArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A3-4BUILDING PLAN - BUILDING BFIRST FLOOR0 8 1632
238'-2"149'-2"LOBBYArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A3-5BUILDING PLAN - BUILDING BTYPICAL UPPER FLOOR (LEVELS 2 - 4)0 8 1632
SLOPESLOPESLOPESLOPE238'-2"149'-2"ELEVATOROVERRUNMECHANICALUNITS, TYP.ROOF ACCESSArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A3-6BUILDING PLAN - BUILDING BROOF PLAN0 8 1632
Property Line
Property Line+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"RoofBUILDING AUNITSUNITSRETAILSURFACEPARKINGPROJECT PASEOBUILDING AIN BACKGROUNDFOOTHILLBOULEVARDEXISTING INDUSTRIALIN BACKGROUND+/- 45'-0"60' MAXIMUM
BUILDING BUNITSUNITSUNITSUNITSEUCALYPTUSSTREET+/- 45'-0"
60' MAXIMUM
Property Line
Property Line+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"RoofBUILDING AUNITSUNITSUNITSUNITSPOOLCOURTYARDSURFACEPARKINGPROJECT PASEOBUILDING AIN BACKGROUNDFOOTHILLBOULEVARDEUCALYPTUSSTREET+/- 45'-0"
60' MAXIMUM
Property Line+ 10'-1"2nd Floor+ 20'-2"3rd Floor+ 30'-3"4th Floor+ 41'-3"RoofBUILDING AUNITSUNITSUNITSUNITSELMAVENUEProperty LineSURFACEPARKING
EXISTINGCOMMERCIAL+/- 45'-0"
60' MAXIMUM BUILDING AUNITSUNITSUNITSUNITSBUILDING AUNITSUNITSUNITSUNITSBUILDING AIN BACKGROUNDPOOLCOURTYARDSURFACEPARKINGBUILDING AIN BACKGROUNDArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A4-0BUILDING SECTIONS0255012 1/2AAA-A | BUILDING A AND B - NORTH-SOUTHBBCCB-B | BUILDING A - NORTH-SOUTHC-C | BUILDING A - EAST-WEST
STUDIO1 BATH430 SFPLAN 0-114'-6"32'-0"GREAT ROOM13'-11" x 13'-6"KITCHENENTRYBATHW/D1 BEDROOM1 BATH611 SFPLAN 1-1KITCHENENTRYBATHW.I.C.W/DBEDROOM10'-11" x 12'-3"PATIO6'-2" x 7'-1"44 SFGREAT ROOM10'-2" x 21'-4"34'-11"23'-1"1 BEDROOM1 BATH636 SFPLAN 1-223'-6"30'-0"GREAT ROOM11'-7" x 22'-11"KITCHENENTRYBATHW/DW.I.C.BEDROOM11'-0" x 11'-6"PATIO7'-4" x 8'-0"59 SFSTORSTORSTORArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A5-0UNIT PLANSSTUDIO AND 1-BEDROOMS0 2 48
2 BEDROOM2 BATH949 SFPLAN 2-1BATHW.I.C.W/DBEDROOM11'-0" x 15'-0"30'-0"W.I.C.BATHGREAT ROOM11'-7" x 22'-11"KITCHENENTRYBEDROOM10'-2" x 10'-8"34'-0"PATIO7'-4" x 8'-0"59 SFSTOR2 BEDROOM2 BATH947 SFPLAN 2-2BATHW.I.C.W/DBEDROOM11'-0" x 12'-2"30'-0"W.I.C.BATHGREAT ROOM11'-7" x 22'-11"KITCHENENTRYBEDROOM10'-2" x 10'-8"34'-0"PATIO11'-9" x 6'-0"71 SFSTORArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A5-1UNIT PLANS2-BEDROOMS0 2 48
MAIL ROOMMANAGER'SOFFICESTORLEASINGOFFICEBOHLEASING FLOORFITNESS ROOMFITNESS PATIOR/RR/RTEL.ROOMBUFFET BARCO-WORKINGCLUB ROOMAMENITYLOBBYUNITSLOBBYArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A5-2LEASING AND AMENITY PLANGROUND LEVEL048 12
MGR OFFBELOWFITNESS ROOMBELOWCLUB ROOMBELOWLOBBYBELOWLEASING FLOORBELOWCO-WORKINGBELOWCONFROOMCO-WORKINGMAILBELOWIDF /STORAGELEASING OFFBELOWUNITSLOBBYArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A5-3LEASING AND AMENITY PLANSECOND LEVEL048 12
Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A6-0CONCEPTUAL PERSPECTIVESRETAIL VIEW ACROSS FOOTHILL BOULEVARDNTS1
Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A6-1CONCEPTUAL PERSPECTIVESAMENITY VIEW FROM FOOTHILL BOULEVARDNTS2
Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A6-2CONCEPTUAL PERSPECTIVESPROJECT PASEO - WEST (ELM AVENUE)NTS3
Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A6-3CONCEPTUAL PERSPECTIVESNTS44 | OVERALL VIEW FROM FOOTHILL AND ELM5 | MID-BLOCK PEDESTRIAN AND BICYCLE CONNECTION5
Architecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A8-0COLOR AND MATERIALSNTSCORRUGATED METAL PANELDARK GRAYOCCURS AT RESIDENTIAL - ALL LEVELSPERFORATED METAL PANELLIGHT GRAYOCCURS AT ALL RAILING AND GATE AREAS, BOTHPUBLIC AND PRIVATE, AND EXTERIOR STAIRSSTUCCOMEDIUM GRAYOCCURS AT RESIDENTIAL - ALLLEVELSFLAT METAL ACCENTLIGHT GRAYOCCURS AT RESIDENTIAL - LEVEL 4SHADE STRUCTURESTUCCODARK GRAYOCCURS AT RESIDENTIAL - ALLLEVELSCONCRETE MASONRY UNIT (CMU)LIGHT GRAYOCCURS AT RETAIL PORTAL, PEDESTRIAN PORTAL,AND RESIDENTIAL GROUND FLOOR PATIOSVINYL & STOREFRONTDARK GRAYOCCURS AT RESIDENTIAL - ALLLEVELS, RETAIL, LOBBIES, ANDAMENITY AREASBRUSHED METALBROWNOCCURS AT BUILDING SIGNAGE, BOTHRETAIL, AMENITY, AND RESIDENTIAL
TYPICAL PRIVATESTORAGE+9'-0"CEILING6'-2"2'-3"2'-1"6'-10"+9'-0"CEILING3'-10"3'-9"+9'-0"CEILING6'-7"2'-2"+9'-0"CEILINGLOBBYTRASHTERMELEC.ROOM3'-10"3'-9"+9'-0"CEILINGArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A9-0PRIVATE STORAGE EXHIBIT0246PLAN 0-1PLAN 1-1PLAN 1-2PLAN 2-2PLAN 2-1TYPICAL RESIDENTIAL LEVEL BUILDING ATYPICAL RESIDENTIAL LEVEL BUILDING BPRIVATE STORAGEREFERENCE UNIT PLAN SHEETS ON A5-0 ANDA5-1 FOR MORE DETAIL ON EACH UNIT PLANUNIT P0-12'-3" x 6'-2" x 9'-0" = 125 CFUNIT P1-12'-1" x 6'-10" x 9'-0" = 128 CFUNIT P1-23'-9" x 3'-10" x 9'-0" = 129 CFUNIT P2-13'-9" x 3'-10" x 9'-0" = 129 CFUNIT P2-22'-2" x 6'-7" x 9'-0" = 128 CF PRIVATE STORAGE0306015
LOBBYTRASHTERMLOBBYTRASHTERMLOBBYTRASHTERMLOBBYTRASHTERMTRASHTERMUPPER
LOBBY LOWERLOBBYPROJECTTRASHTERMUPPER
LOBBY LOWERLOBBYTRASHTERMTRASHTERMArchitecture + Planning888.456.5849ktgy.comFOOTHILL LOFTSRANCHO CUCAMONGA, CA # 2020-0323CONCEPT DESIGNMAY 2, 2023Foothill Lofts LLC1201 Dove St. Suite 520Newport Beach, CA 92660A9-1TRASH EXHIBIT0 4 816CALLOUT LEGEND01 TRASH CHUTE02 TRASH BIN03 RESIDENT ACCESS04 APPROVED TRASH AGENCY ACCESS(VIA ROLL-UP GARAGE DOOR)TRASH PLAN·RESIDENTS DEPOSIT TRASH INTO TRASHCHUTES ON EACH FLOOR.·TRASH IS COLLECTED INTO TRASH BINSON TRASH TERMINATION FLOOR.·BINS ARE RETRIEVED ON TRASH PICKUPDAY FROM THE TRASH TERMINATIONROOMS AND BROUGHT TO A STAGINGAREA ON SITE DETERMINED INCOMPLIANCE WITH THE APPROVEDTRASH COLLECTION AGENCY·TRASH ROOMS AND CHUTES ARECONVENIENTLY LOCATED NEARELEVATOR LOBBIES AND MAIN BUILDINGENTRIES, AND/OR CENTRALIZED WITHINTHE BUILDING. ALL RESIDENTS HAVEEQUAL ACCESS FROM THEIR UNITS, ORTHEIR PARKING SPACES BELOW AND ONGRADE. TRASH ACCESS IS LOCATED NOFURTHER THAN 325' FROM ANY FRONTDOOR WITHIKN THE PROJECTTYPICAL RESIDENTIAL TRASH ACCESSEXAMPLE TRASH CHUTE BUILDING SECTIONFIRST FLOOR TERMINATION ROOM NORTHBUILDING BFIRST FLOOR TERMINATION ROOM WESTBUILDING AFIRST FLOOR TERMINATION ROOM EASTBUILDING AFIRST FLOOR TERMINATION ROOM CENTRALBUILDING A01030204020401030301030102040203010301020403
MAY 03, 2023
Landscape Conceptual Design
Cover Sheet
Conceptual Landscape Plan
Conceptual Fence and Wall
Conceptual Palms and Trees Imagery
Conceptual Shrubs and Groundcovers Imagery
01
02
03
04
05
SITE LOCATION SITE LOCATION
FOOTHILL LOFTS
LANDSCAPE ENTITLEMENT PACKAGE
RANCHO CUCAMONGA , CALIFORNIA LOCAL CONTEXTREGIONAL CONTEXTMILIKEN AVEFOOTHILL BLVD
ARROW ROUTE
JERSEY BLVD
CHURC
H
S
T
ROCHESTER AVEMILIKEN AVESPRUCE AVECHURC
H
S
T
ELM AVEELM AV
E
FOOTHILL BLVD
EUCALYPTUS ST
ARCHITECT
05-03-23
street tree legend
construction notes for street trees
Magnolia g. ‘Majestic Beauty’
Majestic Beauty Magnolia
Platanus acerifolia
London Plane Tree
Platanus racemosa
California Sycamore
Magnolia g. ‘Samuel Sommer’
Samuel Sommer Magnolia
Foothill Blvd and
Eucalyptus Street
Foothill Blvd and
Elm Avenue
Elm Avenue
24” Box24’ O.C.20 Feet
24” Box
24” Box
24” Box
60’ O.C.
70’ O.C.
55’ O.C.
30 Feet
35 Feet
20 Feet
23
8
12
STREET NAME Botanical name
Common name SIZESPACINGMin. grow
space QTY
03 - 05 - 24
1. All street trees are to be planted in accordance with City standard plans.
2. Prior to the commencement of any planting, an agronomic soils report shall be furnished
to the City inspector. Any unusual toxicities or nutrient deficiencies may require backfill soil
amendments, anas determined by the City Inspector.
3. All Street Trees are subject to inspection and acceptane by the Engineering Services
Department.
4. Street trees to be 15 gallons size or larger and installed per City Standards.
5. Trees are prohibited within 5 feet of the outside diameter of any public storm drain pipe
measured from the outer edge of a mature tree trunk.
CLIENT
Phoenix dactylifera ‘Medjool’
Medjool Date Palm
Washingtonia robusta
Mexican Fan Palm
Arbutus unedo ‘Marina’
Marina Strawberry Tree
Tristania conferta
Brisbane Box
Olea europaea (Fruitless variety)
Fruitless Olive
Lagerstroemia indica
Crape Myrtle
L 25’ BTH
L 25’ BTH
M 24” Box
L 24” Box
L 24” Box
M 24” Box
LOCATION
LOCATION
LOCATION
description
PROVIDED
TREES PROVIDED
TREES PROVIDED
QTY.
QTY.
TREES REQUIRED
TREES REQUIRED
location
Vehicular Entrance at Elm Avenue /
Pedestrian crosswalk on main stretch
Retail / Recreation / Building Entries
Vehicular Entrance at Elm Avenue /
Pedestrian crosswalk on main stretch
Retail / Recreation / Building Entries
ORCO PAVINGSTONES: Vehicular concrete paver 4x8 (Field)
COLOR: Ash | FINISH: Shotblasted with Micro Chamfered Edge
ORCO PAVINGSTONES: Pedestrian concrete paver 4x16 (Field)
COLOR: Ash | FINISH: Burnished with Micro Chamfered Edge
ORCO PAVINGSTONES: Paver Banding 4x12 (Band)
COLOR: Ash | FINISH: Shotblast with Micro Chamfered Edge
ORCO PAVINGSTONES: Paver Banding 4x12 (Band)
COLOR: Ash | FINISH: Burnished with Micro Chamfered Edge
STREET AND ON-SITE TREE legend TREE legend
Magnolia g. ‘Majestic Beauty’
Majestic Beauty Magnolia
Platanus acerifolia
London Plane Tree
Platanus racemosa
California Sycamore
Magnolia g. ‘Samuel Sommer’
Samuel Sommer Magnolia
24” BoxM24’ O.C.20 Feet
24” BoxM
24” BoxM
24” BoxM
60’ O.C.
70’ O.C.
55’ O.C.
30 Feet
35 Feet
20 Feet
23
8
12
SYMbol SYMbolBotanical name
Common name
Botanical name
Common nameSIZE SIZEWUC.WUC.SPACINGMin. grow
space QTY
*WUCOLS - WATER USE CLASSIFICATION OF LANDSCAPE SPECIES: VL=VERY LOW L=LOW M=MODERATE H=HIGH *WUCOLS - WATER USE CLASSIFICATION OF LANDSCAPE SPECIES: VL=VERY LOW L=LOW M=MODERATE H=HIGH
The images, illustrations, drawings, and statements (“information”) contained herein are based upon
a preliminary review of the entitlement requirements; thus are subject to change during the design
review process. The information is provided merely to assist in how the site may eventually be developed.
Consequently, there is no guarantee that the improvements depicted will be built, or if built, will be of the
same type, material, size, appearance, or use as presented.
Lighting layout will be design to meet required illumination per Municipal Code section 17.58.050;
Parking lots to be 1.0 to 4.0 lumens of light at all hours of the day within 2-foot radius of the edge of space.
Pedestrian walkway to be 0.5 to 2.0 lumens of light for walkways after dark in the center of the walkway at
the point of highest and lowest light level.
All ground-mounted equipment shall be screened
pursuant to 17.48.050.A.4.c. The equipment shall be
painted green, screened with two rows of five-gallon
shrubs, spaced 18” on center with a minimum of
3 feet clearance between the equipment and the
shrub, and where a concrete pad is provided around
the base of the equipment, the pad must be a
minimum of two feet from the property line to allow
installation of the landscape.
All trees planted within ten feet of a street, sidewalk, paved trail, or walkway
shall be a deep-rooted species or shall be separated from hardscapes by a root
barrier to prevent physical damage to public improvements per Municipal
Code section 17.56.050.I. Refer to “Tree Root Barrier Detail on sheet 04.
All planting within parkway shall meet the requirements of Municipal
Code section 17.56.090.
All planting within setback and project frontage shall meet
the requirements of Municipal Code section 17.56.050.K.
The following requirements shall be applied: All trees to be
minimum 15 Gal., which 25% shall be sized 24” Box minimum, all
shrubs to be minimum 5 Gal and to be planted 3’-0” maximum
on center spacing, all screening shrubs for utilities to be
minimum 15 Gal and to be planted 3’-0” maximum on center
spacing, and all groundcovers are to be planted 12” maximum
on center spacing. The minimum planter width is 4’-0” wide.
General NOTES
landscape lighting note:
TREE ROOT BARRIER NOTE:
Parkway landscapING NOTE:PlantING WITHin THE setback AND frontage Area:Ground-mounted eqUIPMENT screening note:
water budget calculation
Proposed common open space
parking lot tree requirement
BUILDING tree requirement
CONCEPTUAL COLOR CONCRETE PAVERS
Note: The Water Buget Calculation is calculated using the formulas:
MAWA = (ETo)(0.62)[(0.7 x LA) + (.3 x SLA)] and
ETWU = (ETo)(0.62)( PF x HA/0.71 + SLA) per Section 17.82.040.
Note: The number of parking lot trees required is calculated as 1 for every 3 open stalls per Rancho
Cucamonga municipal code 17.56.060 N.1.
Note: The number of building street frontage trees required is calculated as 1 tree per 30 linear feet
of building dimensions, tree cluster are allows to statisfy design objectives, per Rancho Cucamonga
municipal code 17.56.060 C.
Conceptual Street Tree Notes:
1. Street trees shall be installed per the notes and legend on Sheet 01, Cover Sheet.
2. All improvements with the public right-of-way, including street trees, shall be installed per
the public improvement plans. If there is a discrepancy between the public and private plans,
the street improvement plans will govern.
90,830 SQFT (16% of On-Site area)
42
48
110
1,389 LF
37
46
6,610 SQFT (40% of Off-Site area)
19,360 SQFT (11.4% of Off-Street Parking)
ON-SITE LANDSCAPE
OPEN STALLS
BUILDING ST. FRONTAGE
OFF-SITE LANDSCAPE
OFF-STREET PARKING LANDSCAPE
364,000 SQFT
16,510 SQFT
170,000 SQFT
TOTAL OVERALL ON-SITE NET AREA:
TOTAL OVERALL OFF-SITE NET AREA:
TOTAL OFF-STREET PARKING AREA:
2,213,806 GALLONS
1,389,349 GALLONS
MAXIMUM APPLIED WATER ALLOWANCE (MAWA)
ESTIMATE TOTAL WATER USE (ETWU)
Retail Plaza
Public sidewalk
Private walkway
Pedestrian pavers with banding
Vehicular pavers with banding
DG walkway with seatwall
Accesible ramp at Eucalypus Street
8’Long by 4’High Project
monumentation signage. Enhanced
landscape to be at a min. of 48SF to
be at base surrounding the sign.
Fenced dog park with synthetic turf
5’H tubular steel fencing with 6’H
decorative pilasters at Southeast PL
Covered parking stalls
Street Tree (Informal layout)
Shrub hedge for screening
Pottery with shrub & groundcover
Pool (30’x60’)
Spa (10-6”x18’)
Pool enclosure fence& gate
Pool area with cabanas, chaise
lounges, modular seating, and
outdoor kitchen with BBQ grill, dining
& soft seating
Private patio
Recreation patio lounge seating and
water fountain
1
122
13
4
155
16
*WUCOLS - WATER USE CLASSIFICATION OF LANDSCAPE SPECIES: VL=VERY LOW L=LOW M=MODERATE H=HIGH
7
18
conceptual plant legend
9
20
3
14
6
17
8
19
10
11
Proposed improvements
20
13
17
14
1516
13 3 19
4
6
6
7
8
5
2
19
13
10
13
4 4
11
13
1213
19
11 11
11
13
3
5
9
1 13 142
2 1312
12
12 8
8
313
45
18
17
EUCALYPTUS STELM AVEFOOTHILL BLVD
Restroom / Pool Equipment Room
1 Bike Locker and 1 Bike Rack
1 Bike Locker and 1 Bike Rack
Property Line
/ Right of Way
Property Line
/ Right of Way
Fire HydrantFire Hydrant
Water Hydrant
Fire Hydrant
Line of Sight
Line of Sight
Backflow
Water
Double
Check
Detector
Assembly
Water Double Check
Detector Assembly
Fire Hydrant
Existing Monument
Sign to remain
Fire
Hydrant
Fire
Hydrant
Fire
Hydrant
0 20’40’80’
1” = 40’-0”Plan
SHRUB: accent planting
SHRUB: Screening/ hedge planting
SHRUB: Foundation planting
Groundcover
Agave a. var. medio-picta ‘Alba’
White Striped Century Plant
Leucophyllum spp
Texas Ranger
Asclepias c. ‘Red Butterflies’
Red Milkweed
Acacia redolens ‘Low Boy’
Prostrate Acacia
Dianella revoluta ‘ Clarity Blue’
Clairty Blue Flaxlily
Ceanothus g. h. ‘Yankee Point’
Yankee Point Ceanothus
Agave colorata
Mescal Ceniza
Agave ‘Blue Glow’
Blue Glow Agave
Buddleja ‘Blue Chip’
Dwarf Summer Lilac
Baccharis pilularis
Coyote Bush
Dianella revoluta ‘ Little Rev’
Little Rev Flaxlily
Agave desmettiana
Smooth Agave
Agave weberi
Weber’s Agave
Pittosporum tobira ‘Mojo’
Mojo Pittosporum
Muhlenbergia lindheimeri
Autumn Glow Muhly
Lantana camara ‘Miss Huff’
Miss Huff Hardy Lantana
Salvia spp.
Sage
Sedum spp.
Stonecrop
Echinocactus grusonii
Barrel Cactus
Aloe striata
Coral Aloe
Podocarpus e. ‘Monmal’
Icee Blue Yellow-Wood
Pennisetum a. ‘Hameln’
Dwarf Fountain Grass
Rosmarinus o. ‘Lockwood D. F.’
Lockwood de Forest Rosemary
Yucca flamentosa spp.
Adam’s Needle
L
M
L
L
VL
5 GAL
15 GAL
5 GAL
1 GAL
5 GAL
1 GAL
5 GAL
VL
VL
L
L
L
L
L
5 GAL
15 GAL
5 GAL
1 GAL
5 GAL
1 GAL
5 GAL
5 GAL
15 GAL
5 GAL
1 GAL
5 GAL
L
M
M
L
L
L
L
5 GAL
5 GAL
1 GAL
5 GAL
5 GAL
VL
L
L
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sym NAME NAME SIZESIZE WUC.WUC.LANDSCPAE CONCEPTUAL DESIGN | MAY 03, 2023FOOTHILL LOFTS02CONCEPTUAL LANDSCAPE PLAN
2’-0”1’-0”All CMU walls to match the Architecture -
material, finish, and color. All fence match
the Architecture metal work finish and color.
WALLS AND FENCES MATERIAL
AND COLOR NOTE:
Tubular Steel Fence
Tubular Steel Fence
Decorative Pilaster
Decorative Pilaster
Tubular Steel Fence
Spa Wall
CMU Wall
EUCALYPTUS STELM AVEFOOTHILL BLVD
0 20’40’80’
1” = 40’-0”Plan
LANDSCPAE CONCEPTUAL DESIGN | MAY 03, 2023FOOTHILL LOFTS03CONCEPTUAL FENCE AND WALL
Phoenix dactylifera ‘Medjool’
Medjool Date Palm
Standard Form - Vertical Accent
Standard Form - Street / Shade
Multi-Trunks Form - Specimen
Multi-Trunks Form - Specimen
Standard Form - Street / Shade
Standard Form - Street / Shade
Standard Form - Street / Shade
Standard Form - Parking Lot
Standard Form - Parking Lot
Standard Form - Vertical AccentWashingtonia robusta
Mexican Fan Palm
Arbutus unedo ‘Marina’
Marina Strawberry Tree
Tristania conferta
Brisbane Box
Olea europaea (Fruitless variety)
Fruitless Olive
Lagerstroemia indica
Crape Myrtle
Conceptual PALM and TREE LIST
Magnolia g. ‘Majestic Beauty’
Majestic Beauty Magnolia
Platanus acerifolia
London Plane Tree
Platanus racemosa
California Sycamore
Magnolia g. ‘Samuel Sommer’
Samuel Sommer Magnolia
Botanical name
Common name REMARKS
Trees have been selected based on the City of Rancho Cucamonga - Approved Tree Guidelines
and Approved Street Trees List. Street Trees are to match and provide similar characteristics to
existing adjacent street trees. Tree selection provided within the public right-of-way comply with
the Rancho Cucamonga Urban Forestry Division Street Tree Selection Guide list of approved
species.
Along Foothill Boulevard, Magnolia grandiflora ‘Samuel Sommer’, Magnolia grandiflora ‘Majestic
Beauty’, and Platanus acerifolia are planted in the parkway in an informal layout to match adjacent
properties’ parkway streetscape. Along Elm Avenue, Magnolia grandiflora “Samuel Sommer’
Magnolia grandiflora ‘Majestic Beauty’, and Platanus racemosa are planted informally throughout
the parkway to match the adjacent properties. Along Eucalyptus Street, Platanus acerifolia is
planted along the planter adjacent to the sidewalk. At focal point of the Architecture building
that are within the Public view, multi-trunk specimen Olea europaea or Lagerstroemia indica are
planted in the placement and quantity to comply with Municipal Code 17.56.060.
1. All landscape planting improvements shall follow the city and/or county of Rancho Cucamonga’s guidelines.
2. The selection of plant material is based on cultural, aesthetic, water efficiency, and maintenance
considerations.
3. All planting areas shall be prepared with appropriate soil amendments, fertilizers, and appropriate
supplements based upon a soils report from a sample taken from the project site.
4. Groundcovers or bark mulch shall fill in between the shrubs to shield the soil from the sun, evapotranspiration,
and runoff. All shrub beds shall be mulched to a 3” depth to help conserve water, lower the soil temperature,
and reduce weed growth.
5. Trees and shrubs shall be allowed to grow to their natural forms.
6. Final landscape plans shall accurately show placement of trees, shrubs, and groundcovers.
7. All required landscape planting areas shall be maintained by owner per the City’s requirements.
8. The landscape architect shall be aware of utility, sewer, and storm drain easements and place plantings
accordingly.
9. Prior to the start of landscaping operations, the Landscape Architect and Landscape Constractor shall provide
a sample of the weed fabric barrier to the Project Planner, City of Rancho Cucamonga Planning Department.
1. All irrigation improvements shall follow water efficiency state ordinance 1881, the city of Rancho Cucamonga’
Landscape Ordinance, State Water Resolution 2014-0038, and any other relevant regulations.
2. An automatic irrigation system shall be installed to provide coverage for all planting areas shown on the plan.
Low volume equipment shall provide sufficient water for plant growth with a minimum water loss due to
water run-off. Irrigation systems shall use high quality automatic control valves, controllers, and other necessary
irrigation equipment. All components shall be of non-corrosive material. All drip systems shall be adequately
filtered and regulated per the manufacturer’s recommended design parameters.
3. The irrigation system shall utilize drip irrigation, high efficiency spray heads, and/or bubblers. The system
controls shall be self-adjusting via on site weather data and historical weather data.the system shall be
designed for dedicated hydrozones based on plant water requirements and irrigation efficiency.
4. The design of the irrigation system shall include a water budget, a dedicated water meter, a weather based
controller, and be designed by an epa watersense partner.
5. The irrigation products selected shall come from commercial grade irrigation manufacturing companies with
outstanding technical support, including rainbird and hunter.
6. The irrigation components together shall provide an irrigation efficiency rating equal to or greater than 80%.
7. Estimated water usage calculations, schedules, and point of connection water pressure calculations shall be
made available at the permit submittal phase. All calculations and factors shall be derived from California
assembly bill 1881. Landscape Constractor shall provide a sample of the weed fabric barrier to the Project
Planner, City of Rancho Cucamonga Planning Department.
tree selection NOTES
planting notes IRRIGATION notes
TREE ROOT BARRIER DETAIL
ARBUTUS UNEDO ‘MARINA’
MARINA STRAWBERRY TREE
LAGERSTROEMIA INDICA
CRAPE MYRTLE
MAGNOLIA G. ‘MAJESTIC BEAUTY’
MAJESTIC BEAUTY MAGNOLIA
MAGNOLIA G. ‘SAMUEL SOMMER’
SAMUEL SOMMER MAGNOLIA
OLEA EUROPAEA (FRUITLESS VARIETY)
FRUITLESS OLIVE
PHOENIX DACTYLIFERA ‘MEDJOOL’
MEDJOOL DATE PALM
PLATANUS ACERIFOLIA
LONDON PLANE TREE
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
TRISTANIA CONFERTA
BRISBANE BOX
WASHINGTONIA ROBUSTA
MEXICAN FAN PALM
DP-Root-Barrier
SCALE: NTS
CL
PlanScale: NTS
EQ.EQ.
20'-0"10'-0" OR LESSTREE ROOTBALL1
PREPARED BACKFILL SOIL PER PLANTING
SPECIFICATIONS.2
LINEAL ROOT BARRIER3
ROOTBARRIERS SHALL BE USED AT ALL
LOCATIONS WHERE TREES ARE PLANTED
WITHIN 5' OF A STRUCTURE, CONCRETE
FLATWORK, CURB AND GUTTER, UTILITIES,
WATER FEATURE, ETC.
4
FINISH GRADE5
ADJACENT STRUCTURE, CONCRETE
FLATWORK, CURB AND GUTTER, ETC.6
ADJACENT UTILITIES7
CL
USE ROOT BARRIER WHEN
EQUAL TO OR LESS THAN 10'-0"2'-0" MIN.Section Adjacent Concrete or Other StructureScale: NTS
CL
USE ROOT BARRIER WHEN
EQUAL TO OR LESS THAN 10'-0"3'-0" MIN.Section Adjacent UtilitiesScale: NTS
1
2
3
5
4
6
1
2
7
5
4
3
1
3
4
6
5
1. ROOT BARRIER AVAILABLE FROM: VILLA ROOT
BARRIER 18363 PASADENA ST.
LAKE ELSINORE, CA 92530
(800) 654-4067
2. ROOT BARRIER SHALL BE A MINIMUM DEPTH
OF 24" AT STRUCTURES AND 36" AT UTILITIES.
3. ROOT BARRIER SHALL HAVE A MINIMUM
THICKNESS OF 0.060.
4. ROOT BARRIER SHALL BE 20 FT. LONG
CENTERED ON TREE TRUNK, IN ONE
CONTINUOUS PIECE.
5. ROOT BARRIER SHALL BE INSTALLED
IMMEDIATELY ADJACENT TO
SIDEWALK/HARDSCAPE ELEMENTS 1" MIN. 2"
MAX BELOW TOP OF HARDSCAPE ELEMENT.
NOTES:2"DP-Root-Barrier
SCALE: NTS
CL
PlanScale: NTS
EQ.EQ.
20'-0"10'-0" OR LESSTREE ROOTBALL1
PREPARED BACKFILL SOIL PER PLANTING
SPECIFICATIONS.2
LINEAL ROOT BARRIER3
ROOTBARRIERS SHALL BE USED AT ALL
LOCATIONS WHERE TREES ARE PLANTED
WITHIN 5' OF A STRUCTURE, CONCRETE
FLATWORK, CURB AND GUTTER, UTILITIES,
WATER FEATURE, ETC.
4
FINISH GRADE5
ADJACENT STRUCTURE, CONCRETE
FLATWORK, CURB AND GUTTER, ETC.6
ADJACENT UTILITIES7
CL
USE ROOT BARRIER WHEN
EQUAL TO OR LESS THAN 10'-0"2'-0" MIN.Section Adjacent Concrete or Other StructureScale: NTS
CL
USE ROOT BARRIER WHEN
EQUAL TO OR LESS THAN 10'-0"3'-0" MIN.Section Adjacent UtilitiesScale: NTS
1
2
3
5
4
6
1
2
7
5
4
3
1
3
4
6
5
1. ROOT BARRIER AVAILABLE FROM: VILLA ROOT
BARRIER 18363 PASADENA ST.
LAKE ELSINORE, CA 92530
(800) 654-4067
2. ROOT BARRIER SHALL BE A MINIMUM DEPTH
OF 24" AT STRUCTURES AND 36" AT UTILITIES.
3. ROOT BARRIER SHALL HAVE A MINIMUM
THICKNESS OF 0.060.
4. ROOT BARRIER SHALL BE 20 FT. LONG
CENTERED ON TREE TRUNK, IN ONE
CONTINUOUS PIECE.
5. ROOT BARRIER SHALL BE INSTALLED
IMMEDIATELY ADJACENT TO
SIDEWALK/HARDSCAPE ELEMENTS 1" MIN. 2"
MAX BELOW TOP OF HARDSCAPE ELEMENT.
NOTES:2"DP-Root-Barrier
SCALE: NTS
CL
PlanScale: NTS
EQ.EQ.
20'-0"10'-0" OR LESSTREE ROOTBALL1
PREPARED BACKFILL SOIL PER PLANTING
SPECIFICATIONS.2
LINEAL ROOT BARRIER3
ROOTBARRIERS SHALL BE USED AT ALL
LOCATIONS WHERE TREES ARE PLANTED
WITHIN 5' OF A STRUCTURE, CONCRETE
FLATWORK, CURB AND GUTTER, UTILITIES,
WATER FEATURE, ETC.
4
FINISH GRADE5
ADJACENT STRUCTURE, CONCRETE
FLATWORK, CURB AND GUTTER, ETC.6
ADJACENT UTILITIES7
CL
USE ROOT BARRIER WHEN
EQUAL TO OR LESS THAN 10'-0"2'-0" MIN.Section Adjacent Concrete or Other StructureScale: NTS
CL
USE ROOT BARRIER WHEN
EQUAL TO OR LESS THAN 10'-0"3'-0" MIN.Section Adjacent UtilitiesScale: NTS
1
2
3
5
4
6
1
2
7
5
4
3
1
3
4
6
5
1. ROOT BARRIER AVAILABLE FROM: VILLA ROOT
BARRIER 18363 PASADENA ST.
LAKE ELSINORE, CA 92530
(800) 654-4067
2. ROOT BARRIER SHALL BE A MINIMUM DEPTH
OF 24" AT STRUCTURES AND 36" AT UTILITIES.
3. ROOT BARRIER SHALL HAVE A MINIMUM
THICKNESS OF 0.060.
4. ROOT BARRIER SHALL BE 20 FT. LONG
CENTERED ON TREE TRUNK, IN ONE
CONTINUOUS PIECE.
5. ROOT BARRIER SHALL BE INSTALLED
IMMEDIATELY ADJACENT TO
SIDEWALK/HARDSCAPE ELEMENTS 1" MIN. 2"
MAX BELOW TOP OF HARDSCAPE ELEMENT.
NOTES:2"LANDSCPAE CONCEPTUAL DESIGN | MAY 03, 2023FOOTHILL LOFTS04CONCEPTUAL PALMS AND TREES IMAGERY
Agave weberi
Weber’s Agave
Accent Planting
Accent Planting
Accent Planting
Accent Planting
Foundation Planting
Accent Planting
Accent Planting
Groundcover
Groundcover
Foundation Planting
Groundcover
Screening / Hedge
Foundation Planting
Foundation Planting
Groundcover
Foundation Planting
Foundation Planting
Groundcover
Screening / Hedge
Foundation Planting
Groundcover
Screening / Hedge
Groundcover
Accent Planting
Buddleja ‘Blue Chip’
Dwarf Summer Lilac
Dianella revoluta ‘ Clarity Blue’
Clairty Blue Flaxlily
Echinocactus grusonii
Barrel Cactus
Leucophyllum spp
Texas Ranger
Muhlenbergia lindheimeri
Autumn Glow Muhly
Rosmarinus o. ‘Lockwood D. F.’
Lockwood de Forest Rosemary
Podocarpus e. ‘Monmal’
Icee Blue Yellow-Wood
Sedum spp.
Stonecrop
Yucca flamentosa spp.
Adam’s Needle
Acacia redolens ‘Low Boy’
Prostrate Acacia
Baccharis pilularis
Coyote Bush
Ceanothus g. h. ‘Yankee Point’
Yankee Point Ceanothus
Dianella revoluta ‘ Little Rev’
Little Rev Flaxlily
Lantana camara ‘Miss Huff’
Miss Huff Hardy Lantana
Pennisetum a. ‘Hameln’
Dwarf Fountain Grass
Pittosporum tobira ‘Mojo’
Mojo Pittosporum
Salvia spp.
Sage
Agave desmettiana
Smooth Agave
Agave a. var. medio-picta ‘Alba’
White Striped Century Plant
Conceptual PLANT LIST
Agave ‘Blue Glow’
Blue Glow Agave
Aloe striata
Coral Aloe
Asclepias c. ‘Red Butterflies’
Red Milkweed
Agave colorata
Mescal Ceniza
Botanical name
Common name REMARKS
ACACIA REDOLENS ‘LOW BOY’
PROSTRATE ACACIA
ALOE STRIATA
CORAL ALOE
DIANELLA REVOLUTA ‘LITTLE REV’
LITTLE REV FLAXLILY
PITTOSPORUM TOBIRA ‘MOJO’
MOJO PITTOSPORUM
AGAVE ‘BLUE GLOW’
BLUE GLOW AGAVE
BACCHARIS PILULARIS
COYOTE BUSH
LANTANA CAMARA ‘MISS HUFF’
MISS HUFF HARDY LANTANA
ROSEMARINUS O. ‘LOCKWOOD DE FOREST’
PROSTRATE ROSMARY
AGAVE AMERI. MEDIO-PICTA DWARF ‘ALBA’
WHITE STRIPED CENTURY PLANT
ASCLEPIAS CURASSAVICA ‘RED BUTTERFLIES’
RED MILKWEED
ECHINOCACTUS GRUSONII
BARREL CACTUS
PODOCARPUS ELONGATUS ‘MONMAL’
ICEE BLUE YELLOWWOOD
AGAVE COLORATA
MESCAL CENIZA
BUDDLEJA ‘BLUE CHIP’
DWARF SUMMER LILAC
LEUCOPHYLLUM SPP.
TEXAS RANGER
SALVIA SPP.
SAGE
AGAVE DESMETTIANA
SMOOTH AGAVE
CEANOTHUS GRIS. HORIZ. ‘YANKEE POINT’
YANKEE POINT CEANOTHUS
MUHLENBERGIA LINDHEIMERI
AUTUMN GLOW MUHLY
SEDUM SPP.
STONECROP
AGAVE WEBERI
WEBER’S AGAVE
DIANELLA REVOLUTA ‘CLARITY BLUE’
CLARITY BLUE FLAXLILY
PENNISETUM ALOPECUROIDES ‘HAMELN’
DWARF FOUNTAIN GRASS
YUCCA FLAMENTOSA SPP.
ADAM’S NEEDLE LANDSCPAE CONCEPTUAL DESIGN | MAY 03, 2023FOOTHILL LOFTS05CONCEPTUAL SHRUBS AND GROUNDCOVERS IMAGERY
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Exhibit C