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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.
`
MARCH 17, 2026- 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: Chairman Al Boling
Commissioner Tony Morales
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
Consideration to Adopt Meeting Minutes of January 20, 2026. (No meetings were held on
February 3, February 17 and March 3, 2026)
D. Project Review Items
– A
request for the design review of a proposed 4,910 square foot express car wash to be
constructed on a vacant 1.05 acre parcel of land within the Corridor 1 (CO1) zone, located at
8172 Vineyard Avenue, generally to the southwest of the intersection of Vineyard Avenue and
Foothill Boulevard. (APN: 0207-211-
Guidelines Section 15332 – Infill Development Projects. (Conditional Use Permit DRC2025-
00113, Minor Design Review DRC2025-00118, Variance DRC2026-00074).
E. Adjournment
The Design Review Committee has adopted Administrative Regulations that set a 9:00 p.m. adjournment
time. If items go beyond that time, they shall be heard only with the consent of the Committee.
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 Agenda
January 20, 2026
DRAFT MINUTES
Rancho Cucamonga, CA 91730
6:00 p.m.
A. Call to Order
The meeting of the Design Review Committee was held on January 20, 2026. The meeting was called to
order by Caleb Richards, Staff Facilitator, at 6:00 p.m.
Design Review Committee members present: Chairman Boling and Vice Chairman Daniels and Caleb
Richards
Staff Present: Haide Aguirre, Contract Planner; Aracely Estrada, Management Analyst II
B. Public Communications
Staff Facilitator opened the public communication and after noting there were no public comments, closed
public communications.
C. Consent Calendar
Consideration to adopt Special Meeting Minutes of November 4th
Item C1. Motion carried 3-0 vote as amended and posted online.
D. Project Review Items
NEWBRIDGE HOMES – A request to merge six undeveloped lots totaling 415,562 square feet
(9.54 acres) into two lots and construct a mixed-use development with 180 residential units on
approximately 8.69-acres (Lot 1) and 8,100 square feet of commercial space on approximately
0.68-acres (Lot 2) within the Center 1 (CE1) Zone, located at the northeast corner of Etiwanda
Avenue and Baseline Road (12906-13042 Baseline Road); APN: 0227-131-17, -38, -39, -46, -50,
and -51. This item is exempt from the requirements of the California Environmental Quality Act
(CEQA) pursuant to Public Resources Code Section 21080.66. (SUBTT20790 and DRC2024-
00429).
Staff presented the item to the Design Review Committee. The applicant was present. No
members of the public were in attendance.
Committee Members provided the following comments:
Confirmed that staff would correct the project area on the Staff Report from 9.54 acres to 9.37
acres; asked staff to clarify the project’s parking ratio; recommended that staff coordinate with the
Engineering Department on traffic signage at Shelby Place; consider a parking waiver to reduce
the parkway width and increase the sidewalk width
improvements are consistent with existing conditions); consider revisions to the S-tile roofing to
align with a contemporary architectural style; recommended highlighting the grade differential
between the school site and the proposed project to further demonstrate the presence of a buffer;
and concerns were raised regarding potential incompatibility between existing zoning and
particularly on Shelby Place (applicant explained that attempts were made to acquire the parcels
to the north however the property owners were not interested in selling).
Committee Members inquired about the following:
The anticipated market rate pricing- applicant stated that the pricing has not been determined;
how will the nine very low income units be distributed- applicant confirmed that they units will be
evenly distributed pursuant to the State Density Bonus Law; requested clarification on the waiver
allowing an increased grade differential for the non-residential parcel- applicant explained that the
Center 1 Form Based Code presents topography constraints and the waiver would allow a grade
increase of up to 4.5 feet to accommodate site conditions; will the utilities be underground at
Etiwanda Avenue and Base Line Road and will the Engineering Department include a condition
to include high speed fiber optic infrastructure- applicant confirmed that the utilities will be installed
underground; how will the parking be monitored- applicant stated that parking enforcement will
be managed by the Homeowners Association; will the commercial parcel be retained or sold-
applicant stated that the intent is to retain ownership; noted that the private open space appears
narrow and requested clarification- applicant explained that while the minimum square footage
was met, the dimensions were constrained by the site configuration; and lastly, clarification was
requested on the color palettes to which the applicant presented color samples.
The Design Review Committee voted to move the project forward to the Planning Commission
with a recommendation of approval.
Recommended approval to PC. 3-0 Unanimous Votes.
E. Adjournment
Staff Facilitator Richards adjourned the meeting at 7:04 p.m.
Respectfully submitted,
___________________________
Elizabeth Thornhill, Executive Assistant
DESIGN REVIEW COMMENTS
March 17th, 2026
6:30 p.m.
Jared Knight, Assistant Planner
CONDITIONAL USE PERMIT, MINOR DESIGN REVIEW – A&S ENGINGEERING, INC – A
request for the design review of a proposed 4,910 square foot express car wash to be constructed
on a vacant 1.05 acre parcel of land within the Corridor 1 (CO1) zone, located at 8172 Vineyard
Avenue, generally to the southwest of the intersection of Vineyard Avenue and Foothill Boulevard.
(APN: 0207-211-48). This application is categorically exempt from the requirements of the
California Environmental Quality Act (CEQA) under State CEQA Guidelines Section 15332 – Infill
Development Projects. (Conditional Use Permit DRC2025-00113, Minor Design Review
DRC2025-00118, Variance DRC2026-00074)
Site Characteristics and Background: The project site is a vacant parcel approximately 1.05 acres
in size, located generally to the southwest of the intersection of Vineyard Avenue and Foothill
Boulevard. The majority of the project site is covered with low-lying vegetation consisting of grass
and weeds and also features an existing paved area in the rear of the parcel, to be removed and
replaced. An aerial image of the project site is provided in figure 1.
Figure 1 - Aerial Image of Project Site
DRC COMMENTS
DRC2024-00118 – A&S Engineering Inc
March 17th, 2025
Page 2
Land Uses: The existing Land Use, General Plan, and Zoning Designations for, the project site
and the surrounding properties are as follows:
Land Use General Plan Zoning
Site
North Multi-Tenant
Commercial City Corridor Moderate Corridor 1 (CO1)
South Multi-Family
Residential Suburban Neighborhood Low Medium Residential (M)
East Multi-Family
Residential City Corridor Moderate Corridor 1 (CO1)
West
Project Overview, Architecture, Building Plotting, and Site Layout: The project is for the
development of a self-service car wash facility, consisting of a single 4,910 square foot building
with frontage on Vineyard Avenue, which includes a 2200 square foot wash tunnel, an attached
1,210 square foot equipment room, and an attached 1500 square foot polish tunnel. 18 vacuum
stations are proposed behind the primary building. Images of the proposed elevations of the
project are provided in figures 2 and 3.
Additional improvements proposed include a 238-square-foot, 6.5-foot-tall equipment room
serving the proposed vacuum stations, and two restrooms. One restroom shall be located
adjacent to the service kiosk and will be 130 square feet in area and 12 feet in height, while the
other unisex restroom shall be located adjacent to the vacuum stations and shall be 70 square
feet in area and 12 feet in height.
Figure 2 - Proposed East/West Elevations
DRC COMMENTS
DRC2024-00118 – A&S Engineering Inc
March 17th, 2025
Page 3
Figure 3 - Proposed North/South Elevations
Access to the car wash will be provided from Vineyard Avenue and shared with the multitenant
commercial center to the north and the vacant parcel to the west. Vehicles shall move south along
the west side of the property in a single drive aisle before turning at the southwestern corner.
Along the southern edge of the property, the drive aisle splits into two lanes, one allowing access
to the car wash facility, while the other allows vehicles to exit the property via one-way access to
Vineyard Avenue. Vehicles which go through the car wash facility shall exit the property via the
northern access.
To protect the existing residential properties to the south and potential future residential properties
to the west from noise produced by the car wash facility’s operations, a six-foot masonry wall is
proposed along the western and southern edges of the property.
Parking: Section 17.64.050 (Number of Parking Spaces Required) of the Development Code
requires self-service carwash facilities to provide 2.5 parking spaces per wash bay. The proposed
project provides a total of 3 on-site parking spaces. There are 18 spaces with vacuum stations
that customers can use to hand dry and vacuum cars. Additionally, the project adjoins with a
neighboring multi-tenant commercial center with approximately 110 shared parking spaces. Thus,
planning staff finds that the proposed project satisfies the code requirements for parking.
Compliance with Development Standards: The project is within the Corridor 1 zone and the
development standards for the zone are shown in the following table:
DRC COMMENTS
DRC2024-00118 – A&S Engineering Inc
March 17th, 2025
Page 4
Corridor 1 (CO1) Zone Development Standards
Required Proposed Compliant
Dwelling Units 24/Acre Minimum 0 Yes*
Build-to Line 15 Minimum 15 Yes
Minimum Percentage
of Frontage Width 80% 43% Yes*
Minimum Ground Floor Nonresidential 15 feet 30 feet Yes
Maximum Building Stories 4 Stories 1 Story Yes
Minimum Parking Setback 40 feet 85 Feet Yes
*With Variance, see discussion below
Staff notes that an existing sidewalk easement exists on the east side of the property preventing
the proposed carwash from meeting the 15-foot build-to-line maximum. As a condition of approval,
this easement shall be vacated, and the proposed building moved forward five feet during the
plan check process.
Pursuant to Development Code Section 17.130.060, the proposed carwash is to be classified
under the “Mid-Rise” Building Type. The development standards for the Mid-Rise Building Type
are shown in the following table.
Mid-Rise Building Type Development Standards
Required Proposed Compliant
Site Width 257 feet Yes
Site Depth Min 150 feet
Max 400 feet 174 feet Yes
Rear Yard Setback Minimum 10 Feet 10 feet Yes
Building Height Max 80 Feet 30 Feet Yes
Building Width Max 400 110 Feet Yes
Building Depth Max 390 56 Feet Yes
Variance: The project is consistent with the development requirements for the Corridor 1 Zone
except for a few site-specific conditions requiring Variances.
The first variance request relates to the minimum residential development of 24 units per acre
within the Corridor 1 Zone. Due to the nature of the proposed car wash use and the small size of
the project site, it would not be feasible for both the car wash and residential development to take
place on the site. Furthermore, the vacant property to the west is entitled with a 158-unit
residential development under DRC2022-00189, with which the proposed car was shall share
access from Vineyard Avenue. Thus, the proposed car wash is considered part of an existing
larger horizontal mixed-use project.
DRC COMMENTS
DRC2024-00118 – A&S Engineering Inc
March 17th, 2025
Page 5
The second variance request relates to the minimum percentage of the lot width that the building
frontage must occupy. Due to the circulation needs of the proposed use, and the size of the project
site, it is not feasible to widen the proposed frontage.
These requests are the minimum necessary to address physical constraints beyond the
applicant’s control while maintaining functional site layout and consistency with the City
Standards. A summary of Variances requested are shown in the table below:
Summary of Variance Request
Condition Request
Deviation Constraint
Residential
Requirement
No Residential
Element
Size of site does not allow for
feasible mixed-use development
Minimum
Percentage of
Frontage Width
>80% of Frontage
Width
Size of site does not allow for wider
frontage while meeting circulation
needs.
Conditional Use Permit: Pursuant to Development Code Section 17.136.020 (Table 17.136.020-
1), a conditional use permit is required to operate a “Car Washing and Detailing” use within the
Corridor 1 zone. Appropriately, the applicant has applied for a conditional use permit for the
proposed car wash, which has been reviewed concurrently with the subject design review.
Landscaping: The project provides a total of 14,840 square feet of landscaped area. Shrubbery
is to be planted along the perimeter of the project site, which together with the proposed masonry
wall will screen the vacuum stations from view of the adjacent residential properties, in
accordance with Development Code Section 17.90.020E. In addition, a total of 70 trees are
proposed to be planted on the project site, primarily on the perimeter of the site further screen the
vacuum stations and drive aisles from view. Notably, all species of vegetation proposed for the
project have a rating of “low” or “very low” water usage, based on the Water Use Classification of
Landscape Species (WUCOLS) list. The proposed landscaping plan is provided in figure 3.
DRC COMMENTS
DRC2024-00118 – A&S Engineering Inc
March 17th, 2025
Page 6
Figure 4 - Landscape Plan
Staff Recommendation: The project is consistent with the City Corridor Moderate General Plan
designation and the standards of the Corridor 1 (CO1) zoning designation. The requested
variances are limited, tied to lot size restrictions and limited frontages, and represent the minimum
relief needed while protecting public health, safety and welfare. The project makes creative use
of an existing vacant parcel. Staff has been discussing the possibility of enhancing the east
elevation with public art or other treatments to reduce the flatness of the elevation. The applicant
is very open to this idea and will continue to work with staff on final details.
Staff requests that the Design Review Committee consider the design (building architecture, site
planning, etc.) of the proposed project and recommend the selected action below:
☒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
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.
DRC COMMENTS
DRC2024-00118 – A&S Engineering Inc
March 17th, 2025
Page 7
Design Review Committee Action:
Staff Planner: Jared Knight, Assistant Planner
Members Present:
Staff Coordinator: Aracely Estrada, Management Analyst
Exhibit A – Project Plans
PROJECT DATA
SCOPE OF WORK
T1 COVER SHEET
PS1-1 SITE PLAN
D-1 DEMOLITION PLAN
A2.0 PROPOSED FLOOR PLAN
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
TE1 TRASH ENCLOSURE PLAN, ELEVATION & SECTION
SHEET INDEX
CIVIL
SHEET 1 OF 3 PRELIMINARY GRADING AND DRAINAGE PLAN
SHEET 2 OF 3 PRELIMINARY WQMP
SHEET 3 OF 3 PRELIMINARY UTILITY PLAN
LANSCAPE
PL-1 PRELIMINARY LANDSCAPE PLAN
DO NOT
ENTER
ESCA
P
E
LANE
DO NOT
ENTER DO NOT
ENTER
PROPERTY LINE
PROPERTY LINE
FENCE WALL
S00°00'00"E 272.66'
S8
9
°
5
2
'
3
0
"
E
81
.
8
7
'
S8
9
°
5
2
'
3
0
"
E
96
.
0
0
'
S8
9
°
5
2
'
3
0
"
E
14
.
0
0
'
N8
9
°
5
2
'
3
0
"
W
14
.
0
0
'
N8
9
°
5
2
'
3
0
"
W
17
.
0
0
'
N00°13'40"E 474.47'
N00°13'40"E 90.00'
N00°13'40"E 90.00'
EXISTING WATER VALVE
EXISTING
SEWER MANHOLE
EXISTING WATER METER
EXISTING
WATER
VALVE
EXISTING SEWER
MANHOLE
CONNECT TO
SEWAGE DISPOSAL
℄
EXISTING DRIVEWAY
1
2
3
4
5
6
7
8
1
7
3
7
5
5
5
PROPERTY LINE
PROPERTY LINE
FENCE WALL
COLOR LEGEND
FINISH MATERIAL
KEYED NOTES
COLOR LEGEND
FINISH MATERIAL
KEYED NOTES
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSS
W W W W W W W W W W W W W W
W W W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD SD SD
SD
SD
SD SD SD
VINEYARD AVE.
VINEYARD AVE
(20)
(16)
(17)
(18)
(19)
(19)
(1
9
)
(19)
(19)
(21)
(22)
(23
)(23)
(23)
(23)
(2
3
)
(2
4
)
(15)
(20)
(13)
(13)
(14)(14)
(14)(14)
(14)
(16)
(1
7
)
(1
8
)
(19)
(2
1
)
(21)
(21)
(1
5
)
(2
0
)
(20)(20)
(2
0
)
(20)
(14)
(1
6
)
(17)
(18)
(19)
(20)
(19)
(19)
(19)
(2
1
)
7
5
1
3
5
5
DO NOT
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<<<<<
VACUUM
EQUIPMENT
ROOM
POLISH TUNNEL
FF = 18.18
EQUIPMENT ROOM
FF = 18.18
CARWASH TUNNEL
FF = 17.68
DO NOT
ENTER DO NOT
ENTER
<
KIOSK
FF = 17.65
MATCH EXISTING
CURB HEIGHT
UNDERGROUND CMP
CDS UNIT
CURB DRAIN
P/L
P/L
P/L
P/L
N00°00'00"E 269.80'
N8
9
°
5
2
'
3
0
"
W
1
7
7
.
8
7
'
N00°13'40"E 90.00'
N00°13'40"E 173.10'
N8
7
°
3
0
'
2
1
"
W
1
6
2
.
0
7
'
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9
°
5
2
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3
0
"
W
17
.
0
0
'
JOIN
EXISTING
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
R
R
PROPOSED 6' HIGH
MIN. SOLID
MASONRY WALL
18" MAX
STEM WALL
20
18
19
20
18
19
21
18 19
20
21
22
20
18
1818
19
17
15
14
141414
16
1.5
6
%
1.65%
2.
5
3
%
4.04%
4.21
%
5.97%
4.90%
2.51%
3.92%
3.4
3
%
6.
4
2
%
1.49%
3.1
7
%
1.9
4
%
2.
8
8
%
1.5
1
%
3.31%
1.5
9
%
2.4
9
%
0.6
7
%
1.53
%4.0
9
%
1.83%
5.26%
1.
6
5
%
2.6
1
%
5.3
4
%
9.
9
4
%
11
.
1
2
%
12
.
2
4
%
0.
6
0
%
0.
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1
%
7.
7
5
%
5.
1
0
%
1.64%
1.03%
1.45%
1.12%
0.
6
3
%
0.83%
1.57
%
1.00%
1.50%
1.50%
1.44%
1.
1
6
%
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1.16%
1.
4
9
%
0.72
%
6.
1
1
%
1.50%
6.
4
8
%
0.65%
0.
5
0
%
1.96%
3.35%
PROPOSED 6' HIGH
MIN. SOLID
MASONRY WALL
9.27
%
18.09 TC
17.59 FL
18.47 TC
17.97 FS 23.36 TC
22.86 FS
(22.43)
FS
(23.02)
TC
22.99 TC
22.49 FS
21.71 TC
21.21 FS
20.57 TC
20.07 FS
19.01 TC
18.51 FS
18.44 TC
17.94 FS
18.29 TC
17.79 FS
18.97 TC
18.47 FS
18.00 TC
17.50 FS
18.23 TC
17.73 FS
16.94 TC
16.44 FL
16.75 TC
16.25 FL
12.98
TG
16.85 TC
16.35 FS
17.87 TC
17.37 FS
18.09 TC
17.59 FL
18.41 TC
17.91 FS
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DOOR
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18.18
DOOR
17.68
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18.18
DOOR
17.51
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18.71 TC
18.21 FS
18.62 TC
18.12 FS
19.82 TC
19.32 FS
19.73 TC
19.23 FS
21.24 TC
20.74 FS
22.42 TC
21.92 FS
18.90 TC
18.40 FS
17.88 TC
17.38 FS
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TG
18.14 TC
17.64 FS
19.01 TC
18.51 FL
19.40 TC
18.90 FS
18.44 TC
17.94 FS
19.90 TC
19.40 FS
20.15 TC
19.65 FS19.21 TC
18.71 FS
18.48 TC
17.98 FS
19.21 TC
18.71 FS
18.13 TC
17.63 FS
17.78 TC
17.28 FL
20.11 TC
19.61 FS
19.70 TC
19.20 FS
18.84
FS
17.55 TC
17.05 FS
(13.04)
FS
(22.76)
FS
JOIN
EXISTING
GB
0.69%
OF 3 SHEETS
SHEET
DATE:
JOB NO.25021
11/6/2025
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CAR WASH RANCHO CUCAMONGA
8172 VINEYARD AVE, RANCHO CUCAMONGA, CA 91730INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
3816 STINEMAN CT, SUITE 201, LONG BEACH, CA 90808
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
VERTICAL DATUM WAS ESTABLISHED PER CITY OF RANCHO CUCAMONGA BENCHMARK 10025. FOUND
2" BRASS DISC IN CURB STAMPED "CITY OF RANCH CUCAMONGA BENCHMARK 10025 1987" AT THE
NORTHWESTERLY CORNER OF 8TH AND VINEYARD AVE, WESTERLY END OF CURB BOX AT THE CURB
RETURN, ELEVATION 1112.563".
BASIS OF BEARINGS
THE HORIZONTAL CONTROL WAS PER RECORD MONUMENTS ON RS 92 AND BOUNDARY SHOULD NOT
BE USED FOR MAPPING PURPOSES.
0
SCALE: 1" = 20'
40'20'20'10'
1
PRELIMINARY GRADING AND DRAINAGE
PLAN
EARTHWORK:
EXISTING GROUND TO FINISHED SURFACE COMPARISON:
CUT 950 CY
FILL 342 CY
NET (CUT)608 CY
PRELIMINARY GRADING AND DRAINAGE PLAN
CAR WASH RANCHO CUCAMONGA
8172 VINEYARD AVE, RANCHO CUCAMONGA, CA 91730
VICINITY MAP
SCALE 1" = 1000'
LEGEND:
PCC
PAVEMENT
PCC
SIDEWALK
STEM WALL
PROPERTY LINE
PROPOSED STORM DRAIN
GRADE BREAK
RIDGE LINE
SD
EASEMENT NOTES:
INDICATES AN EASEMENT FOR ROAD PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA PER
INST. NO. 1981-103854, REC. 5-12-1981, O.R.
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2002-0673370, REC 12-11-2002,
O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR SIDEWALK PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA
PER INST. NO. 2003-0821215, REC 10-30-2003, O.R.
INDICATES AN EASEMENT FOR SIDEWALK PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA
PER INST. NO. 2003-0821216, REC 10-30-2003, O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2008-0266812, REC. 6-18-2008,
O.R.
INDICATES AN EASEMENT FOR DRAINAGE PURPOSES IN FAVOR OF FOOTHILL VINEYARD PLAZA, LLC, PER
INST. NO. 2018-0468672, REC 12-20-2018, O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR GAS PIPELINE PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA GAS
COMPANY, PER INST. NO. 2022-136434, REC 4-12-2022, O.R.
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2022-0333320, REC. 10-5-2022,
O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
2
3
4
6
7
5
1
8
GB
R
VINEYARD AVE.
VINEYARD AVE
(20)
(16)
(17)
(18)
(19)
(19)
(1
9
)
(19)
(19)
(21)
(22)
(23
)(23)
(23)
(23)
(2
3
)
(2
4
)
(15)
(20)
(13)
(13)
(14)(14)
(14)(14)
(14)
(16)
(1
7
)
(1
8
)
(19)
(2
1
)
(21)
(21)
(1
5
)
(2
0
)
(20)(20)
(2
0
)
(20)
(14)
(1
6
)
(17)
(18)
(19)
(20)
(19)
(19)
(19)
(2
1
)
7
5
1
3
5
5
DO NOT
ENTER
TE
<<<<<
VACUUM
EQUIPMENT
ROOM
POLISH TUNNEL
FF = 18.18
EQUIPMENT ROOM
FF = 18.18
CARWASH TUNNEL
FF = 17.68
DO NOT
ENTER DO NOT
ENTER
<
KIOSK
FF = 17.65
R
<
<
<
<<<<<
<
<
SD
SD
SD SD SD
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSS
W W W W W W W W W W W W W W
W W W
W
W
W
W
W
W
W
W
W
W
W
AREA - 1
TOTAL 45,192 SF
PERVIOUS (LS) 14,525 SF
IMPERVIOUS (HS) 30,667 SF
PERFORATED CMP
VREQUIRED: 1,740 CF
VPROVIDED: 1,830 CF
CDS UNIT
LF = 356
OF 3 SHEETS
SHEET
DATE:
JOB NO.25021
11/6/2025
W:
\
2
5
-
0
2
1
c
a
r
w
a
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a
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c
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0
2
1
P
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2
W
Q
M
P
.
d
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v
0
6
,
2
0
2
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-
1
1
:
2
2
a
m
CAR WASH RANCHO CUCAMONGA
8172 VINEYARD AVE, RANCHO CUCAMONGA, CA 91730INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
3816 STINEMAN CT, SUITE 201, LONG BEACH, CA 90808
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
VERTICAL DATUM WAS ESTABLISHED PER CITY OF RANCHO CUCAMONGA BENCHMARK 10025. FOUND
2" BRASS DISC IN CURB STAMPED "CITY OF RANCH CUCAMONGA BENCHMARK 10025 1987" AT THE
NORTHWESTERLY CORNER OF 8TH AND VINEYARD AVE, WESTERLY END OF CURB BOX AT THE CURB
RETURN, ELEVATION 1112.563".
BASIS OF BEARINGS
THE HORIZONTAL CONTROL WAS PER RECORD MONUMENTS ON RS 92 AND BOUNDARY SHOULD NOT
BE USED FOR MAPPING PURPOSES.
0
SCALE: 1" = 20'
40'20'20'10'
2
PRELIMINARY WQMP
PRELIMINARY WQMP
CAR WASH RANCHO CUCAMONGA
8172 VINEYARD AVE, RANCHO CUCAMONGA, CA 91730
LEGEND:
LANDSCAPE AREA
IMPERVIOUS AREA
STRUCTURAL BMP
DRAINAGE BOUNDARY
STENCIL "NO DUMPING" SIGN
FLOW PATH
A
<
A
A
EASEMENT NOTES:
INDICATES AN EASEMENT FOR ROAD PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA PER
INST. NO. 1981-103854, REC. 5-12-1981, O.R.
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2002-0673370, REC 12-11-2002,
O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR SIDEWALK PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA
PER INST. NO. 2003-0821215, REC 10-30-2003, O.R.
INDICATES AN EASEMENT FOR SIDEWALK PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA
PER INST. NO. 2003-0821216, REC 10-30-2003, O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2008-0266812, REC. 6-18-2008,
O.R.
INDICATES AN EASEMENT FOR DRAINAGE PURPOSES IN FAVOR OF FOOTHILL VINEYARD PLAZA, LLC, PER
INST. NO. 2018-0468672, REC 12-20-2018, O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR GAS PIPELINE PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA GAS
COMPANY, PER INST. NO. 2022-136434, REC 4-12-2022, O.R.
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2022-0333320, REC. 10-5-2022,
O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
2
3
4
6
7
5
1
8
VINEYARD AVE.
VINEYARD AVE
(20)
(16)
(17)
(18)
(19)
(19)
(1
9
)
(19)
(19)
(21)
(22)
(23
)(23)
(23)
(23)
(2
3
)
(2
4
)
(15)
(20)
(13)
(13)
(14)(14)
(14)(14)
(14)
(16)
(1
7
)
(1
8
)
(19)
(2
1
)
(21)
(21)
(1
5
)
(2
0
)
(20)(20)
(2
0
)
(20)
(14)
(1
6
)
(17)
(18)
(19)
(20)
(19)
(19)
(19)
(2
1
)
7
5
1
3
5
5
SD
SD
SD SD SD
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSS
W W W W W W W W W W W W W W
W W W
W
W
W
W
W
W
W
W
W
W
W
DO NOT
ENTER
TE
<<<<<
VACUUM
EQUIPMENT
ROOM
POLISH TUNNEL
FF = 18.18
EQUIPMENT ROOM
FF = 18.18
CARWASH TUNNEL
FF = 17.68
DO NOT
ENTER DO NOT
ENTER
<
KIOSK
FF = 17.65
PERFORATED CMP
VREQUIRED: 1,740 CF
VPROVIDED: 1,830 CF
CDS UNIT
PROPOSED 6"
SEWER LINE PER
PROPOSED 2"
DOMESTIC WATER
LATERAL
PROPOSED
WATER METER
PROPOSED
BACKFLOW
PREVENTER
INSTALL 2" DOMESTIC
WATER SERVICE
INSTALL 6" FIRE SERVICE
TIE-IN TO BUILDING
TIE-IN TO EXISTING
SEWER MAIN
PROPOSED 6"
FIRE LATERAL
PROPOSED 1"
IRRIGATION LATERAL
PROPOSED BACKFLOW
PREVENTER
INSTALL 1" IRRIGATION WATER
SERVICE
PROPOSED CATCH
BASIN
PROPOSED CATCH
BASIN
PROPOSED CATCH
BASIN
PROPOSED
CURB DRAIN
OF 3 SHEETS
SHEET
DATE:
JOB NO.25021
11/6/2025
W:
\
2
5
-
0
2
1
c
a
r
w
a
s
h
r
a
n
c
h
o
c
u
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a
m
o
n
g
a
\
D
W
G
\
2
5
0
2
1
P
0
3
P
U
T
.
d
w
g
N
o
v
0
6
,
2
0
2
5
-
1
1
:
2
2
a
m
CAR WASH RANCHO CUCAMONGA
8172 VINEYARD AVE, RANCHO CUCAMONGA, CA 91730INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
3816 STINEMAN CT, SUITE 201, LONG BEACH, CA 90808
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
VERTICAL DATUM WAS ESTABLISHED PER CITY OF RANCHO CUCAMONGA BENCHMARK 10025. FOUND
2" BRASS DISC IN CURB STAMPED "CITY OF RANCH CUCAMONGA BENCHMARK 10025 1987" AT THE
NORTHWESTERLY CORNER OF 8TH AND VINEYARD AVE, WESTERLY END OF CURB BOX AT THE CURB
RETURN, ELEVATION 1112.563".
BASIS OF BEARINGS
THE HORIZONTAL CONTROL WAS PER RECORD MONUMENTS ON RS 92 AND BOUNDARY SHOULD NOT
BE USED FOR MAPPING PURPOSES.
0
SCALE: 1" = 20'
40'20'20'10'
3
PRELIMINARY UTILITY PLAN
PRELIMINARY UTILITY PLAN
CAR WASH RANCHO CUCAMONGA
8172 VINEYARD AVE, RANCHO CUCAMONGA, CA 91730
<<<
ABBREVIATIONS:
AC ASPHALT CONCRETE
CF CURB FACE
EX. EXISTING
FF FINISHED FLOOR
FL FLOW LINE
GB GRADE BREAK
MAX. MAXIMUM
MIN. MINIMUM
P/L PROPERTY LINE
PCC PORTLAND CEMENT CONCRETE
RL RIDGE LINE
R/W RIGHT OF WAY
SD STORM DRAIN
TE TRASH ENCLOSURE
LEGEND:
R/W OR P/L
EASEMENT LINE
CURB
CURB AND GUTTER
FLOW LINE
STORM DRAIN LINE
WATER LINE
SANITARY SEWER LINE
SD
W
S
EASEMENT NOTES:
INDICATES AN EASEMENT FOR ROAD PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA PER
INST. NO. 1981-103854, REC. 5-12-1981, O.R.
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2002-0673370, REC 12-11-2002,
O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR SIDEWALK PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA
PER INST. NO. 2003-0821215, REC 10-30-2003, O.R.
INDICATES AN EASEMENT FOR SIDEWALK PURPOSES IN FAVOR OF THE CITY OF RANCHO CUCAMONGA
PER INST. NO. 2003-0821216, REC 10-30-2003, O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2008-0266812, REC. 6-18-2008,
O.R.
INDICATES AN EASEMENT FOR DRAINAGE PURPOSES IN FAVOR OF FOOTHILL VINEYARD PLAZA, LLC, PER
INST. NO. 2018-0468672, REC 12-20-2018, O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
INDICATES AN EASEMENT FOR GAS PIPELINE PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA GAS
COMPANY, PER INST. NO. 2022-136434, REC 4-12-2022, O.R.
INDICATES AN EASEMENT FOR UNDERGROUND ELECTRICAL SUPPY SYSTEMS AND COMMUNICATION
SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER INST. NO. 2022-0333320, REC. 10-5-2022,
O.R. (NOT APPLICABLE TO SUBJECT PROPERTY)
2
3
4
6
7
5
1
8
CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS QTY
TREES
AB Acacia baileyana Bailey Acacia 36" Box Low 12
AS Acacia stenophylla Shoestring Acacia 36" Box Low 7
CB Cordia boissieri Anacahuita 24"box Low 8
LP Leptospermum petersonii Lemon-scented Tea Tree 24"box Low 12
QE Quercus engelmannii Engelmann Oak 36" Box Very Low 4
RS Rhus lancea African Sumac 36" Box Low 12
TF Trachycarpus fortunei Windmill Palm 10` Clear Trunk Height Low 15
SHRUBS
A Agave attenuata 'Nova'Nova Foxtail Agave 5 gal Low 108
H Anigozanthos x 'Harmony'Harmony Yellow Kangaroo Paw 5 gal Low 64
B Berberis aquifolium Oregon Grape 5 gal Low 175
S Strelitzia juncea Narrow-leafed Bird of Paradise 5 gal Low 96
VINE/ESPALIER
Al Antigonon leptopus Coral Vine 5 gal Low 7
M Macfadyena unguis-cati Cat's Claw Creeper 5 gal Low 20
SYMBOL BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING QTY
GROUND COVERS
Cistus crispatus 'Warley Rose'Warley Rose Rockrose 5 gal Low 36" o.c.622 sf
Dianella revoluta 'Little Rev'Little Rev Spreading Flax Lily 1 gal Low 30" o.c.2,186 sf
Hesperaloe parviflora Red Yucca 5 gal Low 48" o.c.1,176 sf
Lantana x 'New Gold'New Gold Lantana 1 gal Low 30" o.c.830 sf
Mimulus x 'Jelly Bean Gold'Jelly Bean Gold Monkeyflower 1 gal Low 18" o.c.1,370 sf
PLANT SCHEDULE SITE
DO NOT
ENTER
ESCA
P
E
LANE
DO NOT
ENTER DO NOT
ENTER
PROPERTY LINE
PROPERTY LINE
FENCE WALL
S00°00'00"E 272.66'
S8
9
°
5
2
'
3
0
"
E
81
.
8
7
'
S8
9
°
5
2
'
3
0
"
E
96
.
0
0
'
S8
9
°
5
2
'
3
0
"
E
14
.
0
0
'
N00°13'40"E 474.47'
N00°13'40"E 90.00'
N00°13'40"E 90.00'
EXISTING WATER VALVE
EXISTING
SEWER MANHOLE
EXISTING WATER METER
EXISTING
WATER
VALVE
EXISTING SEWER
MANHOLE
CONNECT TO
SEWAGE DISPOSAL
℄
EXISTING DRIVEWAY
--
PL-1
PR
E
L
I
M
I
N
A
R
Y
LA
N
D
S
C
A
P
E
P
L
A
N
Issue
ofSheet #
NN
THIS IS A COPYRIGHTED DOCUMENT AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN PERMISSION OF ARCADIA STUDIO INC. COPYRIGHT 2011.
Date
Revisions
Drawn By
Job Number
Checked by
Issue
202 East Cota Street
Santa Barbara, CA 93101
tel 805.962.9055
fax 805.962.5658
arcadiastudio.com
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:
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2
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1
5
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1
P
M
25.047
MG BC
10/28/2025
VI
N
E
Y
A
R
D
C
A
R
W
A
S
H
87
1
2
V
i
n
e
y
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,
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91
7
3
0
No. 3513
EXP. 10.31.26
0 16 328
Scale:
1/16" = 1'-0"
Trachycarpus fortunei /
Windmill Palm
Plans will comply with all the criteria in MWELO
and apply them for the efficient use of water in the
landscape design plan. Irrigation system will use
drip irrigation and a smart weather based controller
that will automatically adjust the watering schedule
based on local weather conditions.
Acacia baileyana /
Bailey Acacia
For inquiries regarding this plan
contact Bob Cunningham ASLA
(805) 962-9055
bc@arcadiastudio.com
CONS
T
R
U
C
T
I
O
N
NOT
F
O
R
Shrubs and Perennials
Dianella revoluta 'Baby Bliss' /
Baby Bliss Flax Lily
Strelitzia juncea /
Narrow-leafed Bird of Paradise
Berberis aquifolium /
Oregon Grape
Hesperaloe parviflora /
Red Yucca
Quercus engelmannii /
Engelmann Oak
Acacia baileyana /
Bailey Acacia
Acacia stenophylla /
Shoestring Acacia
Leptospermum petersonii /
Lemon-scented Tea Tree
Rhus lancea /
African Sumac
Trachycarpus fortunei /
Windmill Palm
Agave attenuata 'Nova' /
Nova Foxtail Agave
Anigozanthos x 'Harmony' /
Harmony Yellow Kangaroo Paw
Antigonon leptopus /
Coral Vine
Cistus crispatus 'Warley Rose' /
Warley Rose Rockrose
Lantana x 'New Gold' /
New Gold Lantana
Mimulus x 'Jelly Bean Gold' /
Jelly Bean Gold Monkeyflower
CONCEPTUAL PLANT PALETTE
Trees
Acacia stenophylla /
Shoestring Acacia
Quercus engelmannii /
Engelmann Oak
Leptospermum petersonii /
Lemon-scented Tea Tree
Cistus crispatus 'Warley Rose' /
Warley Rose Rockrose
Agave attenuata 'Nova' /
Nova Foxtail Agave
Anigozanthos x
'Harmony' /
Harmony Yellow
Kangaroo Paw
Antigonon leptopus /
Coral Vine
Strelitzia juncea /
Narrow-leafed
Bird of Paradise
Berberis aquifolium 'Compacta' /
Compact Oregon Grape
Dianella revoluta 'Little Rev' /
Little Rev Flax Lily
Hesperaloe parviflora /
Red Yucca
Mimulus x 'Jelly Bean Gold' /
Jelly Bean Gold Monkeyflower
Lantana x 'New Gold' /
New Gold Lantana
Cordia boissieri /
Anacahuita
Cordia boissieri /
Anacahuita
Rhus lancea /
African Sumac
Macfadyena unguis-cati /
Cat's Claw Creeper
Macfadyena unguis-cati /
Cat's Claw Creeper