HomeMy WebLinkAbout06-03 - Agenda Packet
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contact the Planning Department at (909) 477-2750. Notification of 48 hours prior to the
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Listening devices are available for the hearing impaired.
JUNE 3, 2025- 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: Vice Chairman Al Boling
Commissioner James Daniels
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 20th, 2025.
D. Project Review Items
D1. ENVIRONMENTAL ASSESSMENT, TENTATIVE MAP, & DESIGN REVIEW – HAMILTON
LAND DEVELOPMENT – A request to subdivide 1.02 acres of land into 19 numbered lots and
1 lettered lot including site plan and design review of 19 single-family, detached residential
units with 1 unit set aside for Very Low affordable housing for a site located between 19th
Street and Hamilton Street in the Medium Residential (M) zone at 10295 19th Street; APN:
1076-121-17 (Tentative Tract Map SUBTT20761 and Design Review DRC2024-00249). The
project qualifies as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill
Development Projects.
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.
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
May 20, 2025
DRAFT MINUTES
Rancho Cucamonga, CA 91730
New Time: 6:00 p.m.
A. Call to Order
The meeting of the Design Review Committee held on May 20, 2025. The meeting was called to order by
Sean McPherson, Staff Coordinator, at 6:00 p.m.
Design Review Committee members present: Vice Chairman Boling and Commissioner Daniels
Staff Present: Bond Mendez, Associate 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 Meeting Minutes of February 18, 2025. (No meetings March 4th,
18th, April 1st, 15th and May 6th, 2025).
Item C1. Motion carried 2-0 vote as presented.
D. Project Review Items
D1. ENVIRONMENTAL ASSESSMENT, DESIGN REVIEW, TENTATIVE TRACT MAP, MINOR
EXCEPTION, MASTER PLAN – TRUE LIFE COMPANIES - A request for site plan and
architectural review of 50 multi-family units, including 10 live/work units, and a tentative tract
map for condominium purposes located on approximately 2.3 acres of land within the
Neighborhood General 3 (NG3) Zone, located on the southwest corner of Base Line Road and
Amethyst Avenue; APN: 0208-432-16. This item is exempt from the requirements of the
California Environmental Quality Act (CEQA) under CEQA Section 15332 (SUBTT20708,
Design Review DRC2024-00108, Master Plan DRC2024-00109, Minor Exception DRC2025-
00055).
Staff presented the item to the Design Review Committee. Members of the public provided
comments/concerns regarding parking, the continuation of Ruby Avenue, the undesired
accessibility and connectivity of the paseo from the surrounding public way to the existing
single-family neighborhood, noise, privacy, and lack of amenities.
The applicant responded and confirmed that the site provides the required amount of parking,
and the team is willing to provide landscaping that will provide substantial privacy in addition to
the perimeter wall. The applicant also confirmed that the types of air conditioners will be
specifically selected to reduce the noise output as much as possible.
Staff confirmed that the continuation of Ruby Avenue is a requirement of the project pursuant
to the City’s General Plan. The DRC asked for clarification on a few items. Committee member
asked for clarification on the quantity and location of windows along the west elevations of the
units. Staff responded with confirmation of the quantity and the location of the window
placement which is designed to reduce the visibility from the project site to the neighboring
properties as much as possible.
Committee member asked for clarification on the paseo as public open space and if the
residential units will have private space. Staff confirmed that the residential units will have their
own private porches, patios, and balconies, and the public open space is provided with the
paseo, the outdoor barbecue amenities, and the outdoor area in between the front building and
the sidewalk along Base Line Road.
Committee members agreed that the applicant use the color scheme on the building corner
that is more architecturally compatible with the rest of the building. Both committee members
also agreed that the reduction in the non-residential floor area is suitable for the size of the
property and is appropriate for the market trends in commercial space demand.
The DRC voted to move the project forward to the Planning Commission with a
recommendation of approval.
Recommended approval to PC. 2-0 Vote.
E. Adjournment
Principal Planner McPherson adjourned the meeting at 7:55 p.m.
Respectfully submitted,
___________________________
Elizabeth Thornhill, Executive Assistant
DESIGN REVIEW COMMENTS
June 3, 2024
6:00 p.m.
Sophia Serafin, Assistant Planner
ENVIRONMENTAL ASSESSMENT, TENTATIVE MAP, & DESIGN REVIEW – HAMILTON
LAND DEVELOPMENT – A request to subdivide 1.02 acres of land into 19 numbered lots and
1 lettered lot including site plan and design review of 19 single-family, detached residential units
with 1 unit set aside for Very Low affordable housing for a site located between 19th Street and
Hamilton Street in the Medium Residential (M) zone at 10295 19th Street; APN: 1076-121-17
(Tentative Tract Map SUBTT20761 and Design Review DRC2024-00249). The project qualifies
as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill Development
Projects.
Site Characteristics:
The “double frontage” lot is located between 19th Street and Hamilton Street, east of Hermosa
Avenue and west of Haven Avenue, and is approximately 349 feet along the east and west
property lines and 138 feet along the north and south property lines. The site slopes from north
to south from approximately 1,437 feet at the northwest corner of the property and 1,424 feet at
the southeast corner of the property, for a grade change of approximately 13 feet. The site is
developed with an existing abandoned single-family residence and accessory shed structure that
will be demolished with the development of the site.
The existing Land Use, General Plan, and Zoning Designations for the project site and adjacent
properties are as follows:
Background and Legislative Context:
The applicant submitted an SB 330 preliminary application on July 31, 2024 and followed with a
timely full submittal within 180 days on November 26, 2024, which vested the project to applicable
development standards in place at the time of submittal of the SB330 application.
In addition to the SB 330 application, the applicant also proposes to utilize State Density Bonus
Law (SDBL) to preserve 7% of the residential units (1 unit) for very low income households.
Pursuant to SDBL, the applicant is requesting a 25% density bonus (4 additional units). Further,
pursuant to SDBL, the applicant has also requested waivers and reductions to the standards
outlined in the below compliance table, from various development and design standards In
Land Use General Plan Zoning
Site Single-Family
Residence Suburban Neighborhood Low Medium Residential (M)
North Single-Family
Residences Suburban Neighborhood Very Low Low Residential (L)
South School General Open Space and Facilities Parks (P)
East Single-Family
Residence Suburban Neighborhood Low Medium Residential (M)
West Single-Family
Residence Suburban Neighborhood Low Medium Residential (M)
DRC COMMENTS
DR DRC2024-00249 – Hamilton Land Development
June 3, 2025
Page 2
addition to the standards outlined in the compliance table below for which waivers have been
requested, the developer has also proposed other waivers and reductions which will be provided
to the Planning Commission and discussed in full before that body at the appropriate time.
Project Design and Layout:
The project comprises nineteen (19) two-story single-family residences on nineteen (19)
individual lots accessed by a north-south private drive aisle connecting 19th Street and Hamilton
Street. All residences are proposed to be two-story as the requirement to have at least 25% of all
units in a single-family development be single story has been waived by the Developer through
SDBL. Ingress and egress from the site will only be provided from 19th Street as the Hamilton
Street side will be closed off with a gate that shall only be utilized for emergency, service, and
maintenance purposes. An internal sidewalk will run north to south on the eastern side of the
property as well. The tentative map will include nineteen (19) numbered lots for residential
purposes and one (1) lettered lot for drive aisle, open space, and Water Quality Management
Plan (WQMP) purposes. Each residence includes an individual, private driveway and properties
are separated by landscaping north and south of the driveways. A communal open space area is
provided on the midpoint of the eastern side of the development. Three (3) guest parking spaces
are also included adjacent to the open space area. Existing trees proposed for removal from the
site do not qualify as heritage trees and therefore do not require replacement. Landscaping
improvements will be provided for each lot in front and street side yard areas, the open space
area, and the parkways on 19th Street and Hamilton Street.
Figure 1: Site Plan
DRC COMMENTS
DR DRC2024-00249 – Hamilton Land Development
June 3, 2025
Page 3
Figure 2: Landscape Plan
Architecture:
The residences will feature a modern farmhouse style in two (2) color variations that will alternate
between each residence. Building materials include stucco, vertical board and batten wood siding,
horizontal lap wood siding, concrete tile roofing, and architecturally compatible sectional garage
doors. Architectural features will consist of a gable roof, stucco and composite trim, decorative
shutters, corbels, and outlookers. The applicant has also proposed an enhanced elevation in both
color schemes that include additional features on the street facing right and left sides of the
residences that front on 19th Street and Hamilton Street. The enhancements consist of additional
shutters and siding.
Figure 3: Street Scenes from 19th Street and Internally
Figure 4: Building Materials and Front Elevations
DRC COMMENTS
DR DRC2024-00249 – Hamilton Land Development
June 3, 2025
Page 4
Unit Composition and Floor Plans:
The project is comprised of nineteen (19) two-story, three-bedroom units with living on the first
floor and bedrooms on the second floor. Each unit includes private front and rear yards with front
yards maintained through the Homeowner’s Association. The table below summarizes the
number of and square feet of residential units:
UNIT SUMMARY
Residential
Unit Type Unit Size (SF) Number of Units
3 Bedroom 1,540 SF 19
Total Number of Units 19
Compliance with Development Standards:
As previously noted, the applicant has requested waivers from various departments 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 or the developer’s requested concession or incentive.
See below for the project’s compliance with relevant development standards outlined in Table
17.36.010-1B and Table 17.36.010-3 of the Development Code:
COMPLIANCE TABLE
Development
Standard Required Proposed Complies
Density 8 to 14 DU/AC 19 DU/AC YES*
Lot Size 4,000 SF 1,663-1,988 SF WAIVER
Streetscape Setback
(19th Street)
35 Feet
(Building)
19.69-19.72 Feet
WAIVER
Front Setback
27 Feet
3.96-7.93 Feet
WAIVER
Side Yard Setback
(Interior)
5 Feet
3.5-4 Feet
WAIVER
Side Yard Setback
(Corner) 17 Feet 19.69-20.03 Feet
YES
DRC COMMENTS
DR DRC2024-00249 – Hamilton Land Development
June 3, 2025
Page 5
Rear Yard 15 Feet 5-8.39 Feet WAIVER
Building Height 35 Feet 27 Feet YES
Lot Coverage 50 Percent 53-63% WAIVER
*State Density Bonus Law allows for developments to exceed the maximum units per acre standard
In addition to the above listed waivers, as well as those other waivers which will be discussed in
detail at the full Planning Commission, the applicant has also requested waivers from the
requirement for single-story units (17.122.010.A.1.a), requirements for varied garage treatments
(17.122.010.A.1.c), and the requirements for varied floor plans and elevations (17.122.010.A.1.f).
Parking:
The proposed three-bedroom single-family units are required to provide two (2) parking spaces
which consist of one (1) covered space in a garage or carport and one (1) uncovered space within
the driveway. Each unit provides two (2) garage parking spaces and does not include driveway
parking.
Neighborhood Meeting:
The applicant hosted a neighborhood meeting just southwest of the project site on Hamilton
Avenue at Hermosa Park at 6:00 p.m. on May 28, 2025. The applicant sent all property owners
within 660 feet of the project site a notice of the meeting. A total of eight (8) community members
attended the meeting along with the developer and the project planner. The meeting was hosted
in an open house style format and the developer explained the project and spoke with each
attendee individually. Visuals of the project were also on display along with a full planset. The
majority of questions asked were related to timeline of the project, how parking would be handled,
if there would be any drainage impacts, how the vehicular and pedestrian gate on the south side
of the site would work, and estimated price of the units. One concern voiced came from the
neighbors to the east who are worried that the two-story units will have a clear view into their
backyard and invade on their privacy. They expressed that keeping the existing landscaping
barrier on the property line may protect some of their privacy. The developer shared that they
were intending to remove the existing landscaping as it has not been well maintained, but they
would intend to work with the neighbors to find another landscaping solution. The meeting ended
at approximately 7:00 p.m.
Staff Recommendation: 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 Moving the Item Forward to the Full Planning Commission as proposed by
the applicant.
☐Recommend Moving Forward with Modifications to the design of the project by
incorporating revisions requested by the Committee. Follow-up review by the Committee is not
DRC COMMENTS
DR DRC2024-00249 – Hamilton Land Development
June 3, 2025
Page 6
required. The revisions shall be verified by staff prior to review and action by the Planning Director
/ Planning Commission.
☐Recommend Conditional Support 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 Further Consultation with Staff of the design of the project as proposed by the
applicant.
Design Review Committee Action:
Staff Planner: Sophia Serafin, Assistant Planner
Members Present:
Staff Coordinator: Sean McPherson, Principal Planner
Exhibit A – Project Plans
Exhibit A
MAYBERRY AVE.
EXISTING F.H.
SLOWSLOW
SCHOOLSCHOOL
XINGXING
OPEN
SPACE
10
19
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PR
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SIDEWALK TO REMAIN
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EXISTING FIRE
HYDRANT
41
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EXISTING SHARED
DRIVEWAY
SCHOOL
DRIVEWAY
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R45.00
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N SP-2
CIRCULATION PLAN
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
ERICK@SUMMARCH.COM
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
0 30 60 90
LOT SUMMARY TABLE
LOT LOT AREA
(SF)
FLOOR
PLAN
COLOR
SCHEME
LOT
COVERAGE
1 1,860 PLAN 1 1 0.56
2 1,665 PLAN 1 2 0.63
3 1,665 PLAN 1 1 0.63
4 1,665 PLAN 1 2 0.63
5 1,664 PLAN 1 1 0.63
6 1,664 PLAN 1 2 0.63
7 1,664 PLAN 1 1 0.63
8 1,664 PLAN 1 2 0.63
9 1,663 PLAN 1 1 0.63
10 1,873 PLAN 1 2 0.56
11 1,988 PLAN 1 1 0.53
12 1,765 PLAN 1 2 0.59
13 1,765 PLAN 1 1 0.59
14 1,764 PLAN 1 2 0.59
15 1,764 PLAN 1 2 0.59
16 1,764 PLAN 1 1 0.59
17 1,764 PLAN 1 2 0.59
18 1,763 PLAN 1 1 0.59
19 1,983 PLAN 1 2 0.53
CIRCULATION LEGEND
PEDESTRIAN CIRCULATION PATH
VEHICULAR CIRCULATION PATH
SITE PLAN NOTE:
VEHICULAR ACCESS TO AND FROM HAMILTON ST. IS BY
EMERGENCY VEHICLES ONLY.
OPEN
SPACE
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PEDESTRIAN
GATE
C.M.U. WALL
EXISTING C.M.U.
LOW WALL GRAY DECORATIVE
BLOCK (SEE PHOTO)
EXISTING C.M.U.
WALL W/ WHITE STUCCO
6'-0" (SEE PHOTO)
6' CMU WALL
6'
6'
EXISTING FIRE
HYDRANT
6' C.M.U. WALLEXISTING SHARED
DRIVEWAY
SCHOOL
DRIVEWAY
EXISTING
DRIVEWAY
16' CMU WALL
332
2
2
2
2
6
7
4
4
4
4
5
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93.29'
36
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5
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125.60'
221.37'
SLOWSLOW
SCHOOLSCHOOL
XINGXING
13
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10
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52
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E.V.A.
SLIDING GATE
6'
MAYBERRY AVE.
EXISTING F.H.
N SP-3
WALL AND FENCE PLAN
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
ERICK@SUMMARCH.COM
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
0 30 60 90
SITE PLAN NOTE:
THERE ARE NO PUBLIC STREET
IMPROVEMENTS OR DEDICATIONS
ASSOCIATED WITH THIS PROJECT.
1
WALL AND FENCE LEGEND
NEW 6'-0" TALL SPLIT FACE DECORATIVE GRAY CMU WALL PER TRACT 20662
NEW 6'-0" TALL SPLIT FACE DECORATIVE GRAY CMU WALL
EXISTING CMU WALL TO REMAIN - VARYING HEIGHT
NEW 6'-0" TALL DECORATIVE WHITE VINYL FENCE (PRIVATE YARDS)
NEW 6'-0" TALL DECORATIVE WHITE VINYL GATE (PRIVATE YARDS)
6'-0" TALL DECORATIVE BLACK WROUGHT IRON EMERGENCY
VEHICLE ACCESS SLIDING GATE
6'-0" TALL DECORATIVE BLACK WROUGHT IRON PEDESTRIAN GATE
2
3
4
5
RENDERING OF SPLIT FACE BLOCK WALL, NORTH ELEVATION
6
7RENDERING OF SPLIT FACE BLOCK WALL AND WROUGHT IRON GATES, SOUTH ELEVATION
PROPOSED VINYL FENCE/GATEPROPOSED WROUGHT IRON FENCEEXISTING CMU WALL W/ WHITE STUCCOEXISTING CMU LOW WALL
633 4 5 2424
7
2726
RENDERING OF SPLIT FACE BLOCK WALL & VINYL FENCE, EAST ELEVATION
4 2 4
Second Floor Plan Total Livable: 1,540 s.f.First Floor Plan
BDRM 1
BA 1
CL
LAUN
BDRM 2
BDRM 3
DINING RM
LIVING RM
KIT
GARAGE
PWD
(20' X 20')
T R
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COAT
20'-8 1/2"
1'-8"
Roof Plan
RIDGE
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VALLEY
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SOLAR ZONE
SOLAR
ZONE
A
A-2
A
A-2
A
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A
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B
A-2
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A-2
B
A-2
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B
A-2
A
A-2
A
A-2
A-1
FLOOR & ROOF PLAN
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
0 4 8 12
SOLAR NOTE:
PANELS SHALL HAVE A LOW -PROFILE,
FLUSH-MOUNTED DESIGN, WITH A MAXIMUM
OF SIX INCH GAP BETWEEN THE SOLAR PANEL
AND THE ROOF MATERIAL.
Section A
Section B
GARAGE GARAGE LIVING ROOM PATIO
BDRM 2 BDRM 3 BDRM 3 BDRM 1HALL
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TYPICAL SECTIONS
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
0 4 8 12
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MATERIAL SCHEDULE
1 ROOF - CONCRETE TILE 'FLAT'
2 FASCIA - 2X RESAWN WOOD
3 WALL - EXTERIOR STUCCO
4 WALL - HORIZONTAL LAP SIDING
5 WALL - BOARD & BATTEN SIDING
6 TRIM - STUCCO OVER FOAM TRIM
7 TRIM - HARDIE TRIM @ SIDING
8 DECORATIVE SHUTTERS
9 DECORATIVE POT SHELVES
10 DECORATIVE SHAPED CORBELS
11 DECORATIVE WOOD OUTLOOKERS
12 DECORATIVE LOUVERED VENT
13 DECORATIVE LIGHT FIXTURE
14 DECORATIVE SECTIONAL GARAGE DOOR
15 PRIVATE YARD FENCE
A-30 4 8 12
ELEVATIONS
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
FRONT ELEVATION - COLOR SCHEME 1
REAR ELEVATION - COLOR SCHEME 1
LEFT ELEVATION - COLOR SCHEME 1
RIGHT ELEVATION - COLOR SCHEME 1
1234561389101171415
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MATERIAL SCHEDULE
1 ROOF - CONCRETE TILE 'FLAT'
2 FASCIA - 2X RESAWN WOOD
3 WALL - EXTERIOR STUCCO
4 WALL - HORIZONTAL LAP SIDING
5 WALL - BOARD & BATTEN SIDING
6 TRIM - STUCCO OVER FOAM TRIM
7 TRIM - HARDIE TRIM @ SIDING
8 DECORATIVE SHUTTERS
9 DECORATIVE POT SHELVES
10 DECORATIVE SHAPED CORBELS
11 DECORATIVE WOOD OUTLOOKERS
12 DECORATIVE LOUVERED VENT
13 DECORATIVE LIGHT FIXTURE
14 DECORATIVE SECTIONAL GARAGE DOOR
15 PRIVATE YARD FENCE
A-40 4 8 12
ELEVATIONS
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
FRONT ELEVATION - COLOR SCHEME 2
REAR ELEVATION - COLOR SCHEME 2
LEFT ELEVATION - COLOR SCHEME 2
RIGHT ELEVATION - COLOR SCHEME 2
1234561389101171415
9'
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1
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9'
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27
'
-
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1289
MATERIAL SCHEDULE
1 ROOF - CONCRETE TILE 'FLAT'
2 FASCIA - 2X RESAWN WOOD
3 WALL - EXTERIOR STUCCO
4 WALL - HORIZONTAL LAP SIDING
5 WALL - BOARD & BATTEN SIDING
6 TRIM - STUCCO OVER FOAM TRIM
7 TRIM - HARDIE TRIM @ SIDING
8 DECORATIVE SHUTTERS
9 DECORATIVE POT SHELVES
10 DECORATIVE SHAPED CORBELS
11 DECORATIVE WOOD OUTLOOKERS
12 DECORATIVE LOUVERED VENT
13 DECORATIVE LIGHT FIXTURE
14 DECORATIVE SECTIONAL GARAGE DOOR
15 PRIVATE YARD FENCE
A-50 4 8 12
ELEVATIONS - 19TH STREET
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
FRONT ELEVATION - COLOR SCHEME 1
REAR ELEVATION - COLOR SCHEME 1
LEFT ENHANCED ELEVATION - COLOR SCHEME 1
RIGHT ELEVATION - COLOR SCHEME 1
1234561389101171415
9'
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1
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9'
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27
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0
"
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5 8297 12 6
12
MATERIAL SCHEDULE
1 ROOF - CONCRETE TILE 'FLAT'
2 FASCIA - 2X RESAWN WOOD
3 WALL - EXTERIOR STUCCO
4 WALL - HORIZONTAL LAP SIDING
5 WALL - BOARD & BATTEN SIDING
6 TRIM - STUCCO OVER FOAM TRIM
7 TRIM - HARDIE TRIM @ SIDING
8 DECORATIVE SHUTTERS
9 DECORATIVE POT SHELVES
10 DECORATIVE SHAPED CORBELS
11 DECORATIVE WOOD OUTLOOKERS
12 DECORATIVE LOUVERED VENT
13 DECORATIVE LIGHT FIXTURE
14 DECORATIVE SECTIONAL GARAGE DOOR
15 PRIVATE YARD FENCE
A-60 4 8 12
ELEVATIONS - HAMILTON STREET
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
FRONT ELEVATION - COLOR SCHEME 1
REAR ELEVATION - COLOR SCHEME 1
LEFT ELEVATION - COLOR SCHEME 1
RIGHT ENHANCED ELEVATION - COLOR SCHEME 1
A-70 4 8 12
SITE RENDERINGS
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
PERSPECTIVE 1 - INTERIOR
PERSPECTIVE 3 - HAMILTON STREET
PERSPECTIVE 2 - 19TH STREET
A-80 4 8 12
COLORBOARDS
5256 S. MISSION ROAD STE. 404
BONSALL, CA. 92003
760.724.1198
PASEO 19
MAY 2, 2025
RANCHO CUCAMONGA, CA
Scale
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA. 92627
949.791.8401
GARAGE DOOR
MANUFACTURER: CLOPAY OR EQUAL
MODEL: CLASSIC STEEL / TRADITIONAL LONG PANEL
COLOR: GARRET GREY SW 6075
GARAGE DOOR
MANUFACTURER: CLOPAY OR EQUAL
MODEL: CLASSIC STEEL / TRADITIONAL LONG PANEL
COLOR: CITYSCAPE SW 7067
ROOFING
MANUFACTURER: EAGLE OR EQUAL
STYLE: BEL AIR
COLOR: 4602 CONCORD BLEND
HORIZONTAL LAP SIDING
MANUFACTURER: JAMES HARDIE
STYLE: HARDIEPLANK SMOOTH
COLOR: ONLINE SW 7072
WINDOWS (SLIDER/SINGLE HUNG/FIXED)
MANUFACTURER: MILGARD OR EQUAL
MODEL: STYLE LINE SERIES VINYL (V-250)
COLOR: WHITE
WINDOWS (SLIDER/SINGLE HUNG/FIXED)
MANUFACTURER: MILGARD OR EQUAL
MODEL: STYLE LINE SERIES VINYL (V-250)
COLOR: WHITE
FRENCH DOOR (TEMPERED)
MANUFACTURER: MMI DOOR
MODEL: SHAKER FLAT PANEL
COLOR: WHITE
ENTRY DOOR
MANUFACTURER: THERMA-TRU OR EQUAL
STYLE: FIBERGLASS / 3 PANEL
COLOR: CITYSCAPE SW 7067
FRENCH DOOR (TEMPERED)
MANUFACTURER: MMI DOOR
MODEL: SHAKER FLAT PANEL
COLOR: WHITE
ENTRY DOOR
MANUFACTURER: THERMA-TRU OR EQUAL
STYLE: FIBERGLASS / 3 PANEL
COLOR: GARRET GREY SW 6075
HORIZONTAL LAP SIDING
MANUFACTURER: JAMES HARDIE
STYLE: HARDIEPLANK SMOOTH
COLOR: CHATURA GRAY SW 9169
BOARD & BATTEN SIDING
MANUFACTURER: JAMES HARDIE
STYLE: HARDIE PANEL SMOOTH
COLOR: ORIGAMI WHITE SW 7636
BOARD & BATTEN SIDING
MANUFACTURER: JAMES HARDIE
STYLE: HARDIE PANEL SMOOTH
COLOR: AGED WHITE SW 9180
EXTERIOR STUCCO
MANUFACTURER: OMEGA OR EQUAL
STYLE: SAND FINISH
COLOR: ORIGAMI WHITE SW 7636
EXTERIOR STUCCO
MANUFACTURER: OMEGA OR EQUAL
STYLE: SAND FINISH
COLOR: CHATURA GRAY SW 9169
ROOFING
MANUFACTURER: EAGLE OR EQUAL
STYLE: BEL AIR
COLOR: 4602 CONCORD BLEND
MAYBERRY ST
HA
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BASIS OF BEARINGS:
BENCHMARK:
SURVEY DATA:LEGEND:
VICINITY MAP
PROJECT SITE
19TH STREET
PROPERTY INFORMATION
HAMILTON STREET
210 FREEWAY
VICTORIA STREET
HE
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([LVWLQJ6)YDFDQWKRPHFDUSRUWDQGDFFHVVRU\VWUXFWXUHVWREHUHPRYHG
([LVWLQJRUQDPHQWDOIUXLWWUHHVDQGVKUXEVWREHUHPRYHG
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([LVWLQJIHQFLQJDQGKDUGVFDSHWREHUHPRYHG
([LVWLQJSRZHUSROHWREHUHPRYHG
(63
Accessory Building
to Be Demolished
Existing Fence to
Be Demolished
Existing Structure,
Car Port and Patio
Areas to Be
Demoished
Existing Fence to
Be Demolished
Existing Fence to
Be Demolished
Existing Pole To Be
Removed
Existing Asphalt
Pavement To Be
Demolished
SINGLE FAMILY RESIDENCE
10302 HAMILTON ST
APN 1076-151-54
SLOWSLOW
SCHOOLSCHOOL
XINGXING
MAYBERRY ST
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APN 1076-121-03
APN 1076-151-55
R.S. 20/81
PARCEL 4
PM 11472
P.M.B. 159/1-2
LOT 1
LOT 2
N.A.P.
P.M. 127 / 75 - 77
APN: 1076-121-07
10987654321
111213141516171819
LOT "A"PRIVATE STREET
OPEN SPACE
PART OF LOT "A"
N8
9
°
5
8
'
2
3
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3
5
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W
52
.
5
6
'
N8
9
°
5
8
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2
3
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3
5
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W
52
.
5
5
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N8
9
°
5
8
'
2
3
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3
5
"
W
52
.
5
5
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N8
9
°
5
8
'
2
3
.
3
5
"
W
52
.
5
4
'
N8
9
°
5
8
'
2
3
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3
5
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W
52
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5
3
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N8
9
°
5
8
'
2
3
.
3
5
"
W
52
.
5
2
'
S0° 16' 42.29"W
35.66'
S0° 16' 42.29"W
31.67'
S0° 16' 42.29"W
31.67'
S0° 16' 42.29"W
31.67'
S0° 16' 42.29"W
31.67'
S0° 16' 42.29"W
31.67'
S0° 16' 42.29"W
31.67'
S0° 16' 42.29"W
31.67'
S0° 16' 42.29"W
31.67'
S0° 16' 42.29"W
35.79'
N8
9
°
5
8
'
2
3
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3
5
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W
52
.
5
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N8
9
°
5
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2
3
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3
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52
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5
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N8
9
°
5
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2
3
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3
5
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52
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5
7
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N0° 15' 53.53"E
398.17'
N8
9
°
5
8
'
2
3
.
3
5
"
W
55
.
7
1
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N8
9
°
5
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2
3
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3
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55
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7
2
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N8
9
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5
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2
3
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3
5
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W
55
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7
2
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N8
9
°
5
8
'
2
3
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3
5
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W
55
.
7
3
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N8
9
°
5
8
'
2
3
.
3
5
"
W
55
.
7
4
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N8
9
°
5
8
'
2
3
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3
5
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W
55
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7
5
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N8
9
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5
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2
3
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3
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W
55
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7
0
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N8
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5
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2
3
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55
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9
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N8
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5
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2
3
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3
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55
.
6
9
'
S0° 15' 53.53"W
32.20'
S0° 15' 53.53"W
31.67'
N0° 15' 53.53"E
31.67'
N0° 15' 53.53"E
31.67'
N0° 15' 53.53"E
31.67'
N0° 15' 53.53"E
31.67'
N0° 15' 53.53"E
31.67'
N0° 15' 53.53"E
35.66'
N0° 15' 53.53"E
31.67'
N0° 15' 53.53"E
31.67'
N0° 15' 53.53"E
31.67'
N0° 15' 53.53"E
35.29'
S0° 15' 53.53"W
31.67'
S0° 15' 53.53"W
31.67'
S0° 15' 53.53"W
31.67'
S0° 15' 53.53"W
35.67'
S0° 15' 53.53"W
31.67'
S0° 15' 53.53"W
31.67'
S0° 15' 53.53"W
35.91'
N0° 16' 42.41"E
35.38'
N0° 16' 42.41"E
31.67'
N0° 16' 42.41"E
31.67'
N0° 16' 42.41"E
31.67'
N0° 16' 42.41"E
32.20'
N0° 16' 42.41"E
30.25'
N0° 16' 42.41"E
31.65'
N0° 16' 42.41"E
31.67'
N0° 16' 42.41"E
31.67'
N0° 16' 42.41"E
35.67'
N8
9
°
2
9
'
0
9
.
3
9
"
E
51
.
3
4
'
N89° 29' 09.39"E
30.00'
N8
9
°
2
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0
9
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3
9
"
E
52
.
6
0
'
13'
13'
30'
4'
13'
13'
30'
4'
30'
12'18'
30'
12'32'
12'32'
30' ROAD EASEMEMT
PER BK. 5865/183, O.R.
30' ROAD EASEMEMT
PER BK. 5865/183, O.R.
73
.
1
5
7
'
65
.
6
0
4
'
44' ROAD EASEMENT PER
DOC. 89-419521, O.R. &
DOC. 89-432083, O.R.
33' ROAD EASEMENT PER
BK. 5664/264, O.R.
6' E.V.A.
GATE
6' PEDESTRIAN
GATE
EMERGENCY VEHICLE AND
UTILITY ACCESS EASEMENT OVER
26' PRIVATE STREET
EMERGENCY VEHICLE AND
UTILITY ACCESS EASEMENT OVER
26' PRIVATE STREET
EXISTING STREET EASEMENT
#86-241772
DATE: 8-22-1986
EXISTING STREET EASEMENT
#80-151205
DATE: 7-03-1980
EXCLUSIVE USE EASEMENT
AREA OVER LOT 15 SIDE
YARD IN FAVOR OF LOT 16,
TYPICAL
STOP SIGN
EXISTING STREET EASEMENT
#89-419522
DATE:11-06-1989
R32'
R19'
R32'
R19'
STOP BAR
STRIPPING
R49'
R53'
R65'
R59'
UTILITY NOTIFICATION LIST:
ELECTRICITY SOUTHERN CALIFORNIA
EDISON
(800)655-4555
RANCHO CUCAMONGA MUNICIPAL
UTILITY (RCMU)
(909)919-2612
SOUTHERN CALIFORNIA GAS COMPANY
(800)427-2200
CUCAMONGA VALLEY WATER DISTRICT
(909)987-2612
SAN GABRIEL VALLEY MUNICIPAL
WATER DISTRICT
(626)969-7911
METROPOLITAN WATER DISTRICT
(909)593-7474
TIME WARNER/ADELPHIA
(888)892-2253
FRONTIER COMMUNICATIONS
(877)908-1288
CHARTER COMMUNICATION
(866)499-8080
REFUSE BURTEC DISPOSAL
(909)987-3717
VERIZON
(800)922-0204
LEGAL DESCRIPTION:
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
AND IS DESCRIBED AS FOLLOWS:
PARCEL NO. 1:
THE EAST 85 FEET OF THAT PORTION OF THE NORTHEAST 1/4 OF SECTION 35, TOWNSHIP 1 NORTH, RANGE 7 WEST,
SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO,
STATE OF CALIFORNIA, ACCORDING TO GOVERNMENT SURVEY,
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 3956.7 FEET NORTH AND 693 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTHEAST
1/4 OF SECTION 35, THENCE RUNNING EAST 627 FEET; THENCE SOUTH 388.8 FEET; THENCE WEST 627 FEET;
THENCE NORTH 388.8 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ANY PORTION OF THE ABOVE
DESCRIBED PROPERTY LYING WITHIN ANY STREETS OR HIGHWAYS.
PARCEL NO. 2
THE WEST 50 FEET OF THE EAST 135 FEET OF THAT PORTION OF THE NORTHEAST 1/4 OF SECTION 35 TOWNSHIP 1
NORTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN BERNARDINO, STATE OF
CALIFORNIA, ACCORDING TO GOVERNMENT SURVEY, DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT 3956.7 FEET NORTH AND 693 FEET EAST OF THE SOUTHEAST CORNER OF THE
SOUTHEAST 1/4 OF SAID SECTION; THENCE RUNNING EAST 627 FEET; THENCE SOUTH 388.8 FEET; THENCE WEST
627 FEET; THENCE NORTH 388.8 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ANY PORTION OF
ABOVE DESCRIBED PROPERTY LYING WITHIN ANY STREETS OR HIGHWAYS.
BENCHMARK:
CITY OF RANCHO CUCAMONGA BENCHMARK #10078
ADJUSTMENT YEAR: 1987
DESCRIPTION: 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10078 1987"AT
NORTHWEST CORNER OF 19TH STREET AND HERMOSA AVENUE, 4 FT. WEST OF END OF CURB RETURN AT EASTERLY
END OF CATCH BASIN.
OWNER:
ENGINEER:
ASSESSOR'S PARCEL NO:
1076-121-17-0-000
LOT INFORMATION
LOT AREA (SF)
1 1,860
2 1,665
3 1,665
4 1,665
5 1,664
6 1,664
7 1,664
8 1,664
9 1,663
10 1,873
11 1,988
12 1,765
13 1,765
14 1,764
15 1,764
16 1,764
IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TENTATIVE TRACT MAP NO. 20761
17 1,764
18 1,763
19 1,985
SHEET INDEX:
SHEET NO.DESCRIPTION
1
2
3
4
TENTATIVE TRACT MAP
CONCEPTUAL GRADING PLAN
SECTIONS AND WQMP EXHIBIT
SITE UTILIZATION MAP
20 0 20 40
1" = 20'SCALE:
210 FREEWAY
19TH STREET
HAMILTON STREET
VICTORIA STREET
PACIFIC ELECTRIC TRAIL
RA
M
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A
A
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HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA 92627
PHONE: (949) 791-8401
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA 92627
PHONE: (949) 791-8401
LOT A 11,409
WIDTH (FT)DEPTH(FT)
35.79 52.60
31.67 52.58
31.67
31.67
31.67
31.67
31.67
31.67
31.67
35.66
52.57
52.57
52.56
52.55
52.55
52.54
52.53
52.52
35.67
31.67
31.67
31.67
32.20
31.67
31.67
31.67
35.91
55.75
55.75
55.74
55.73
55.72
55.71
55.70
55.59
55.69
--
FL
TP
GB
FF
INV.
TG
TR
TW
TF
FW
HP
BW
LP
S/W
FLOWLINE
TOP OF PAVEMENT
GRADE BREAK
FINISH FLOOR
INVERT ELEVATION
TOP OF GRATE
TOP OF RETAINING WALL ELEVATION
TOP OF WALL ELEVATION
TOP OF FOOTING ELEVATION
FINISHED SURFACE
HIGH POINT
BOTTOM OF WALL
LOW POINT
SIDEWALK
WL
10987654321
111213141516171819
LOT "A"
WL
WL
WL
WL
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WW
WW
WW
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WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
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WL
WL
WL
WL
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WL
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
WL
WL
WL
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
WW
WW
WW
PRIVATE STREET
OPEN SPACE
PART OF LOT "A"
S
T
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
WL
WL
WL
tree
-
2
.
5
"
tree
-
6
"
tree
-
6
"
tree
-
8
"
palm
-
3
"
palm
-
6
"
tr
e
e
palm
-
6
"
palm
-
6
"
tree
-
1
2
"
tree
-
1
0
"
X X X X X X X X X X X X X
X
X
X
X
SINGLE FAMILY RESIDENCE
10302 HAMILTON ST
APN 1076-151-54
8'
'
W
8'
'
W
8'
'
W
8'
'
S
8'
'
S
G
G
G
8'
'
W
8'
'
W
8
'
'
W
X
8'
'
S
SLOWSLOW
SCHOOLSCHOOL
XINGXING
XXX
IC
V
IC
V
IC
V
IC
V
IC
V
IC
V
RP
P
V
MAYBERRY ST
HA
M
I
L
T
O
N
S
T
19
T
H
S
T
SO
U
T
H
L
I
N
E
,
N
O
R
T
H
1
/
2
,
N
O
R
T
H
E
A
S
T
1/
4
,
S
E
C
T
I
O
N
3
5
,
T
1
N
,
R
7
W
,
S
B
M
APN 1076-121-03
APN 1076-151-55
1
4
3
0
(
1
4
2
5
)
(
1
4
2
5
)
14
3
0
(
1
4
3
5
)
(1
4
3
5
)
(
1
4
3
5
)
(1430)
(
1
4
4
0
)
(
1
4
4
0
)
R.S. 20/81
PARCEL 4
PM 11472
P.M.B. 159/1-2
LOT 1
LOT 2
N.A.P.
P.M. 127 / 75 - 77
APN: 1076-121-07
(1
4
3
1
)
(1
4
3
2
)
(1
4
3
3
)
(1
4
3
4
)
(14
3
6
)
(1
4
3
7
)
(1
4
3
8
)
(1
4
3
9
)
(
1
4
2
9
)
(
1
4
2
8
)
(
1
4
2
7
)
(
1
4
2
6
)
(
1
4
2
5
)
(
1
4
2
4
)
(1
4
2
4
)
(
1
4
3
1
)
(
1
4
3
2
)
(1
4
3
3
)
(
1
4
3
9
)
(14
3
9
)
(1
4
3
9
)
(1
4
3
9
)
EXISTING FIRE HYDRANT
(1
4
2
9
)
(14
3
4
)
(14
3
6
)
(1
4
2
9
)
(
1
4
2
8
)
(
1
4
2
7
)
(1
4
2
4
)
(1
4
2
8
)
(1
4
2
9
)
(1
4
3
7
)
(1
4
3
8
)
16'16'16'16'16'16'16'16'16'
16'16'16'16'16'16'16'16'16'16'4'4'4'4'4'4'4'4'4'4'
4'4'4'4'4'4'4'4'4'16'16'16'16'16'16'16'16'16'16'16'16'16'16'16'16'16'16'
16'16'16'16'16'16'4'4'4'4'4'4'4'4'
5'5'5'5'5'5'5'5'5'5'
8'8'8'8'8'8'8'8'8'
PE= 1438.35
2.0%→
←2.0
%
←2.
0
%
2.0%→2.0%→2.0%→
←2.
0
%
←2.
0
%
←2.
0
%
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
2.0%→2.0%→2.0%→2.0%→2.0%→
2.0%→2.0%→2.0%→2.0%→2.0%→2.0%→2.0%→2.0%→2.0%→2.0%→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
←2.
0
%
FF= 1438.85
PE= 1436.95
FF= 1437.45
PE= 1435.55PE= 1434.15PE= 1432.75PE= 1431.05PE= 1429.85PE= 1428.30PE= 1426.88PE= 1425.42
FF= 1436.05FF= 1434.65FF= 1433.25FF= 1431.55FF= 1430.35FF= 1428.95FF= 1427.45FF= 1425.95
PE= 1438.35PE= 1436.95PE= 1435.55PE= 1434.15PE= 1431.25PE= 1429.85PE= 1428.45PE= 1426.95PE= 1425.45
FF= 1438.85FF= 1437.45FF= 1436.05FF= 1434.65FF= 1431.75FF= 1430.35FF= 1428.95FF= 1437.45
FF= 1425.95
←2.
0
%
←2.
0
%
2.
0
%
→
2.
0
%
→
2.
0
%
→
2.
0
%
→
←2.
0
%
←2.
0
%
←2.
0
%
2.
0
%
→
←2.
0
%
2.
0
%
→
TP=1438.90
TP=1438.90
TP=1438.64
TP=1439.25
+/-MATCH EX.
TP=1439.00
+/-MATCH EX.
TP=1436.80
TP=1438.21
TP=1435.35TP=1433.95TP=1431.05TP=1429.65TP=1428.20TP=1426.78
TP=1425.32
TW=1438.85
BW=1437.85
TG=1438.20
FL= 1437.00
TG=1436.80
FL=1435.60
FS=1438.60
HP
FS=1437.11
HP
FS=1435.71
HP
FS=1435.71
HP
FS=1434.31
HP
FS=1432.91
HP
FS=1431.21
HP
FS=1430.00
HP
FS=1428.61
HP
FS=1427.11
HP
FS=1425.35
HP
TP=1438.21
TP=1436.80TP=1435.35
TP=1433.95
TP=1431.05TP=1429.65TP=1428.20
TP=1426.78TP=1425.32
TP=1432.51
TP=1433.75
TP=1431.40
FS=1438.60
FS=1431.50
HP
TP=1424.65
TC=1424.50
TP=1424.00
+/-MATCH EX.
TP=1424.65
TP=1425.00
+/-MATCH EX.
TG=1435.41
FL=1434.21
TG=1424.25
FL=1422.25
TW=1437.45
BW=1436.45
FS=1438.51
HP
FS=1437.11
HP
TW=1436.05
BW=1435.05
FS=1434.31
HP
TG=1434.00
FL=1432.80
TW=1435.65
BW=1433.65
FS=1432.91
HP
TG=1432.60
FL=1431.40
TW=1433.25
BW=1432.15
FS=1431.41
HP
TG=1430.90
FL=1428.70
TW=1431.55
BW=1430.55
FS=1430.01
HP
TG=1429.70
FL=1428.50
TW=1430.35
BW=1429.35
FS=1428.61
HP
TG=1428.60
FL=1427.40
TW=1428.95
BW=1427.85
FS=1427.11
HP
TG=1426.80
FL=1425.60
TW=1427.45
BW=1426.35
FS=1425.61
HP
TG=1424.15
FL=1423.85
FS=1437.11
HP
FS=1435.71
HP
FS=1434.31
HP
FS=1433.55
HP
FS=1430.01
HP
FS=1428.61
HP
FS=1427.11
HPFS=1425.61
HP
TW=1438.85
BW=1437.85
TG=1438.20
FL=1437.00
TG=1436.80
FL=1435.60
FS=1435.71
HP
TG=1435.40
FL=1434.20
FS=1438.51
HP
FS=1437.11
HP
TW=1436.05
BW=1435.05
FS=1434.31
HP
TG=1434.10
FL=1432.90
TW=1434.65
BW=1433.65
FS=1431.41
HP
TG=1431.20
FL=1430.00
TW=1431.75
BW=1430.75
FS=1430.01
HP
TG=1429.70
FL=1428.50
TW=1430.35
BW=1429.35
FS=1428.61
HP
TG=1428.40
FL=1427.20
TW=1428.95
BW=1427.85
FS=1427.11
HP
TG=1426.90
FL=1425.70
TW=1427.45
BW=1425.35
TG=1425.40
FL=1424.00
TW=1437.45
BW=1435.75
TG=1425.35
FL=1424.15
TG=1425.15
FL=1423.95
FS=1425.61
HP
PROPOSED SEWER MANHOLE
FL(E) 1414.75
FL(N) 1418.00
EXISTING SEWER MANHOLE
INVERT= 1413.79
EXISTING 8" VCP SEWER
PER CITY PLAN NO. 3113
EXTEND 52LF OF PROPOSED
SEWER TO EAST TO JOIN 8"
EXISTING STUB
EXISTING 8" CML WATER LINE
PROPOSED SEWER MANHOLE
TOP=1437.75
FL(S) 1432.75
PROPOSED 330LF
OF 8" SEWER
PROPOSED 338LF
OF 8" WATER
EXISTING 16" CML WATER LINE
PROP. 2" MASTER METERPROP. 2" MASTER METER
12" STM PIPE
FL(S)=1436.64
12" STM PIPE
FL(S)=1435.06
12" STM PIPE
FL(S)=1433.65
12" STM PIPE
FL(S)=1432.25
12" STM PIPE
FL(S)=1430.80
12" STM PIPE
FL(S)=1429.34
12" STM PIPE
FL(S)=1427.87
12" STM PIPE
FL(S)=1426.44
8" SEWER
FL(S)=1431.94
8" SEWER
FL(S)=1430.65
8" SEWER
FL(S)=1429.36
8" SEWER
FL(S)=1427.998" SEWER
FL(S)=1426.68
8" SEWER
FL(S)=1425.26
8" SEWER
FL(S)=1423.90
8" SEWER
FL(S)=1422.51
8" SEWER
FL(S)=1421.11
8" SEWER
FL(S)=1419.77
EMERGENCY VEHICLE
ACCESS GATE
CONCRETE V-GUTTER
@4.50% SLOPE
TG=1438.20
FL=1436.75
DEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTING
DEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTINGDEEPENED FOOTING
EXISTING 1" METER TO BE
RELOCATED AND UTILIZED
AS A COMMON AREA
IRRIGATION METER
PRIVATE WATER SUBMETER,
TYPICAL EACH LOT
PRIVATE WATER SUBMETER,
TYPICAL EACH LOT
TG=1424.15
FL=1423.70
TG=1431.00
FL=1429.80
LP
TG=1438.25
FL= 1436.80
STORMTECH UNDERGROUND
INFILTRATION BASIN
MC-3500 CHAMBERS & 2 END CAPS
PROP. PUBLIC
SIDEWALK
12" STM PIPE
FL(S)=1424.84
12" STM PIPE
FL(S)=1423.37
PROP. PUBLIC SIDEWALK
PROP. 4" X 14" C.I.
OVERFLOW DRAINAGE PIPE
PROP. 4" OUTFALL PIPE
FL=1424.00+/-
MATCH EXISTING
REFER TO CITY OF RANCHO CUCAMONGA
STANDARD DETAIL 107-A
TYPICAL HOUSE DIMENSION
WIDTH=24.67'
DEPTH=43.50'
PROPOSED DRIVEWAY APPROACH.
REFER TO CITY OF CUCAMONGA
STANDARD DETAIL 101
PROPOSED DRIVEWAY APPROACH.
MODIFIED WITH A "W" DIMENSION OF 26' IN
ACCORDANCE WITH DENSITY BONUS LAW
REFER TO CITY OF RANCHO CUCAMONGA
STANDARD DETAIL 101
EXISTING LOW CMU
RETAINING WALL TO REMAIN
EXISTING LOW CMU
RETAINING WALL TO REMAIN
EXISTING LOW CMU
RETAINING WALL TO REMAINEXISTING LOW CMU
RETAINING WALL TO REMAIN
PROPOSED NEW
6' CMU WALL AT
LOCATIONS WITH
EXISTING LOW WALL
OR NO EXISTING WALL
PROPOSED NEW
6' CMU WALL AT
LOCATIONS WITH
EXISTING LOW WALL
OR NO EXISTING WALL
SEPARATE WALL PERMIT
REQUIRED THRU BUILDING
ADD FIBER OPTIC
CONDUITS ALONG
FRONTAGE
ADD FIBER OPTIC
CONDUITS ALONG
FRONTAGE
REMOVE AND REPLACE
PER CITY STANDARD
REMOVE AND REPLACE
PER CITY STANDARD
EXISTING WATER METER TO BE REMOVED
AND REPLACED. WORK WITH CVWD
AA
EXISTING STREET EASEMENT
#86-241772
DATE: 8-22-1986
EXISTING STREET EASEMENT
#80-151205
DATE: 7-03-1980
EXISTING STREET EASEMENT
#89-419522
DATE:11-06-1989
UTILITY NOTIFICATION LIST:
ELECTRICITY SOUTHERN CALIFORNIA
EDISON
(800)655-4555
RANCHO CUCAMONGA MUNICIPAL
UTILITY (RCMU)
(909)919-2612
SOUTHERN CALIFORNIA GAS COMPANY
(800)427-2200
CUCAMONGA VALLEY WATER DISTRICT
(909)987-2612
SAN GABRIEL VALLEY MUNICIPAL
WATER DISTRICT
(626)969-7911
METROPOLITAN WATER DISTRICT
(909)593-7474
TIME WARNER/ADELPHIA
(888)892-2253
FRONTIER COMMUNICATIONS
(877)908-1288
CHARTER COMMUNICATION
(866)499-8080
REFUSE BURTEC DISPOSAL
(909)987-3717
VERIZON
(800)922-0204
BENCHMARK:
CITY OF RANCHO CUCAMONGA BENCHMARK #10078
ADJUSTMENT YEAR: 1987
DESCRIPTION: 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10078 1987"AT
NORTHWEST CORNER OF 19TH STREET AND HERMOSA AVENUE, 4 FT. WEST OF END OF CURB RETURN AT EASTERLY
END OF CATCH BASIN.
AREA CALCULATIONS:
TOTAL GROSS & NET SITE AREA: 44,817 SF (1.03 AC)
TOTAL DISTURBED AREA: 44,817 SF (1.03 AC)
EXISTING IMPERVIOUS COVER AREA: 8,973 SF
IMPERVIOUS AREA TO BE REMOVED: 8,973 SF
PROPOSED IMPERVIOUS AREA: 31,887 SF
FL
TP
GB
FF
INV.
TG
TR
TW
TF
FW
HP
BW
LP
S/W
FLOWLINE
TOP OF PAVEMENT
GRADE BREAK
FINISH FLOOR
INVERT ELEVATION
TOP OF GRATE
TOP OF RETAINING WALL ELEVATION
TOP OF WALL ELEVATION
TOP OF FOOTING ELEVATION
FINISHED SURFACE
HIGH POINT
BOTTOM OF WALL
LOW POINT
SIDEWALK
20 0 20 40
1" = 20'SCALE:
APPROXIMATE EARTHWORK:
TYPICAL LOT GRADING
ALL LOT GRADING WAS PROVIDED IN LEIU OF A TYPICAL
LOT GRADING DETAL, SEE PLAN ABOVE
HAMILTON STREET - 60' R.O.W.
LOCAL STREET
SCALE: HORIZ. 1"=10'
60' R.O.W.
18' THRU LANE
SO
U
T
H
R
.
O
.
W
.
4'
18' THRU LANE
NO
R
T
H
R
.
O
.
W
.
12'12'
℄
30'30'
EXISTING
CURB &
GUTTER
EXISTING
SIDEWALK
EXISTING
CURB &
GUTTER
PROPOSED 4'
SIDEWALK
19TH STREET - 88' R.O.W.
BICYCLE CORRIDOR
CLASS III BIKE ROUTE
SCALE: HORIZ. 1"=10'
88' R.O.W.
32' THRU LANE
NO
R
T
H
R
.
O
.
W
.
4'
32' THRU LANE
SO
U
T
H
R
.
O
.
W
.
12'12'
℄
44'44'
EXISTING
CURB &
GUTTER
EXISTING
SIDEWALK
EXISTING
CURB &
GUTTER
PROPOSED 4'
SIDEWALK
10'
PAINTED
MEDIAN
5'5'11'11'11'11'
BIKE LANE BIKE LANE
PRIVATE DRIVE - 30' R.O.W.
SCALE: N.T.S.
R.
O
.
W
.
4'
R.
O
.
W
.
℄
PROPOSED
SIDEWALK
RESIDENCE
+/-5'EXISTING
GROUND
2"
PROPOSED WALL AS PART
OF TRACT 20662
DEVELOPMENT.
DRIVEWAY
TYPICAL
RESIDENCE
+/-8'
EXISTING
GROUND
2"EXISTING WALL
ELEV=(VARIES)
DRIVEWAY
TYPICAL
WE
S
T
P
L
EA
S
T
P
L
CO
N
C
E
P
T
U
A
L
G
R
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
Pr
e
p
a
r
e
d
B
y
:
DA
T
E
SC
A
L
E
DR
A
W
N
CH
E
C
K
E
D
SH
E
E
T
T
I
T
L
E
Ci
t
y
o
f
R
a
n
c
h
o
C
u
c
a
m
o
n
g
a
SHEET NO.
PR
O
J
E
C
T
HA
M
I
L
T
O
N
L
A
N
D
D
E
V
E
L
O
P
M
E
N
T
,
I
N
C
.
16
3
5
O
H
M
S
W
A
Y
,
S
U
I
T
E
A
CO
S
T
A
M
E
S
A
,
C
A
9
2
6
2
7
PH
O
N
E
:
(
9
4
9
)
7
9
1
-
8
4
0
1
TE
N
T
A
T
I
V
E
T
R
A
C
T
M
A
P
N
O
.
2
0
7
6
1
10
2
9
5
1
9
T
H
S
T
R
E
E
T
C2
3' CONCRETE
V-GUTTER
2.0%→←2.0%
OWNER:
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA 92627
PHONE: (949) 791-8401
CUT: 959.64 CU. YDS.
FILL: 959.64 CU.YDS
LEGAL DESCRIPTION:
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
AND IS DESCRIBED AS FOLLOWS:
PARCEL NO. 1:
THE EAST 85 FEET OF THAT PORTION OF THE NORTHEAST 1/4 OF SECTION 35, TOWNSHIP 1 NORTH, RANGE 7 WEST,
SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO,
STATE OF CALIFORNIA, ACCORDING TO GOVERNMENT SURVEY,
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 3956.7 FEET NORTH AND 693 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTHEAST
1/4 OF SECTION 35, THENCE RUNNING EAST 627 FEET; THENCE SOUTH 388.8 FEET; THENCE WEST 627 FEET;
THENCE NORTH 388.8 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ANY PORTION OF THE ABOVE
DESCRIBED PROPERTY LYING WITHIN ANY STREETS OR HIGHWAYS.
PARCEL NO. 2
THE WEST 50 FEET OF THE EAST 135 FEET OF THAT PORTION OF THE NORTHEAST 1/4 OF SECTION 35 TOWNSHIP 1
NORTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN BERNARDINO, STATE OF
CALIFORNIA, ACCORDING TO GOVERNMENT SURVEY, DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT 3956.7 FEET NORTH AND 693 FEET EAST OF THE SOUTHEAST CORNER OF THE
SOUTHEAST 1/4 OF SAID SECTION; THENCE RUNNING EAST 627 FEET; THENCE SOUTH 388.8 FEET; THENCE WEST
627 FEET; THENCE NORTH 388.8 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ANY PORTION OF
ABOVE DESCRIBED PROPERTY LYING WITHIN ANY STREETS OR HIGHWAYS.
210 FREEWAY
19TH STREET
HAMILTON STREET
VICTORIA STREET
PACIFIC ELECTRIC TRAIL
RA
M
O
N
A
A
V
E
N
U
E
HE
R
M
O
S
A
A
V
E
N
U
E
HE
A
V
E
N
A
V
E
N
U
E
AV
E
N
U
E
CA
R
T
I
L
L
A
PROJECT LOCATION
ENGINEER:
ASSESSOR'S PARCEL NO:
1076-121-17-0-000
HAMILTON LAND DEVELOPMENT, INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA 92627
PHONE: (949) 791-8401
LOT INFORMATION
LOT AREA (SF)
1 1,860
2 1,665
3 1,665
4 1,665
5 1,664
6 1,664
7 1,664
8 1,664
9 1,663
10 1,873
11 1,988
12 1,765
13 1,765
14 1,764
15 1,764
16 1,764
17 1,764
18 1,763
19 1,985
LOT A 11,409
WIDTH (FT)DEPTH(FT)
35.79 52.60
31.67 52.58
31.67
31.67
31.67
31.67
31.67
31.67
31.67
35.66
52.57
52.57
52.56
52.55
52.55
52.54
52.53
52.52
35.67
31.67
31.67
31.67
32.20
31.67
31.67
31.67
35.91
55.75
55.75
55.74
55.73
55.72
55.71
55.70
55.59
55.69
--
WL
NOTE: PROJECTED WASTEWATER FLOW TO THE PUBLIC SEWER
SYSTEM IN HAMILTON STREET IS 5,130 GALLONS PER DAY
6" CONCRETE ZERO
CURB
(SLOPE
VARIES)→
0.15' LIP
DETAIL 02
WEST PROPERTY LINE
SCALE: HORIZ: 1"=10'
VERT: 1"=2.5'
SECTION A-A
TYPICAL LOT CROSS SECTION
SCALE: HORIZ: 1"=10'
VERT: 1"=2.5'
PROPOSED WALL AS PART OF
TRACT 20662 DEVELOPMENT.
RESIDENCE
WE
S
T
P
L
2"
EA
S
T
P
L
2"
EXISTING WALL
ELEV=(VARIES)RESIDENCE
[H
=
6
.
0
'
]
←2.0%2.0%→
2.0%→
2.0%→
←2.0%
←2.0%
PROP. SWALE
2.0% MIN. SLOPE
PROP. SWALE
2.0% MIN. SLOPE
(SLOPE
←V ARIES)
PROPOSED 6'
CMU WALL
3'
PROPOSED 6'
CMU WALL
3'
PROP. SWALE
2.0% MIN. SLOPE
PROP. SWALE
2.0% MIN. SLOPE
CONCRETE
SNOW PATIO
CONCRETE
SNOW PATIO
EXISTING
GROUND
EXISTING
GROUND
PROPOSED 6' CMU WALL AT
LOCATIONS WITH EXISTING LOW
WALL OR NO EXISTING WALL+/-5'
+/-8'
4"4"
SEE DETAIL 02
SEE DETAIL 01
LO
T
P
R
O
P
E
R
T
Y
L
I
N
E
LO
T
P
R
O
P
E
R
T
Y
L
I
N
E
LO
T
P
R
O
P
E
R
T
Y
L
I
N
E
LOT 17
31.67'
LOT 16
31.67'
PROPOSED CMU LOW RETAINING
WALL WITH VINYL FENCE ABOVE
(REFER TO PLAN FOR ELEVATIONS)
2.0%→
2.0%→
EXCLUSIVE USE EASEMENT AREA OVER
LOT 16 SIDE YARD IN FAVOR OF LOT 17
TYPICAL
EXCLUSIVE USE EASEMENT AREA OVER
LOT 17 SIDE YARD IN FAVOR OF LOT 18
TYPICAL
EXCLUSIVE USE EASEMENT AREA OVER
LOT 15 SIDE YARD IN FAVOR OF LOT 16
TYPICAL
PROPOSED GROUND
TOWARDS YARD INLET
PROPOSED GROUND
TOWARDS YARD INLET
PROPOSED YARD INLET
(SEE PLANS FOR
ELEVATIONS)
PROPOSED YARD INLET
(SEE PLANS FOR
ELEVATIONS)
PROPOSED CMU LOW RETAINING
WALL WITH VINYL FENCE ABOVE
(REFER TO PLAN FOR ELEVATIONS)PROPOSED CMU LOW RETAINING
WALL WITH VINYL FENCE ABOVE
(REFER TO PLAN FOR ELEVATIONS)
DETAIL 01
EAST PROPERTY LINE
SCALE: HORIZ: 1"=10'
VERT: 1"=2.5'
LOT 17
LOT 16
tree
-
2
.
5
"
tree
-
6
"
tree
-
6
"
tree
-
8
"
palm
-
3
"
palm
-
6
"
tr
e
e
palm
-
6
"
palm
-
6
"
tree
-
1
2
"
tree
-
1
0
"
X X X X X X X X X X X X X
X
X
X
SINGLE FAMILY RESIDENCE
10302 HAMILTON ST
APN 1076-151-54
8'
'
W
8'
'
W
8'
'
W
8'
'
S
8'
'
S
G
G
G
8'
'
W
8'
'
W
8
'
'
W
X
8'
'
S
SLOWSLOW
SCHOOLSCHOOL
XINGXING
XXX
IC
V
IC
V
IC
V
IC
V
IC
V
IC
V
RP
P
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MAYBERRY ST
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2
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1/
4
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3
5
,
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1
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7
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APN 1076-121-03
APN 1076-151-55
1
4
3
0
(
1
4
2
5
)
(
1
4
2
5
)
14
3
0
(
1
4
3
5
)
(1
4
3
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)
(
1
4
3
5
)
(1430)
(
1
4
4
0
)
(
1
4
4
0
)
R.S. 20/81
PARCEL 4
PM 11472
P.M.B. 159/1-2
LOT 1
LOT 2
N.A.P.
P.M. 127 / 75 - 77
APN: 1076-121-07
(1
4
3
1
)
(1
4
3
2
)
(1
4
3
3
)
(1
4
3
4
)
(14
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)
(1
4
3
7
)
(1
4
3
8
)
(1
4
3
9
)
(
1
4
2
9
)
(
1
4
2
8
)
(
1
4
2
7
)
(
1
4
2
6
)
(
1
4
2
5
)
(
1
4
2
4
)
(1
4
2
4
)
(
1
4
3
1
)
(
1
4
3
2
)
(1
4
3
3
)
(
1
4
3
9
)
(14
3
9
)
(1
4
3
9
)
(1
4
3
9
)
EXISTING FIRE HYDRANT
(1
4
2
9
)
(14
3
4
)
(14
3
6
)
(1
4
2
9
)
(
1
4
2
8
)
(
1
4
2
7
)
(1
4
2
4
)
(1
4
2
8
)
(1
4
2
9
)
(1
4
3
7
)
(1
4
3
8
)
10987654321
111213141516171819
LOT "A"
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
PRIVATE STREET
OPEN SPACE
PART OF LOT "A"
S
T
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
16'16'16'16'16'16'16'16'16'
16'16'16'16'16'16'16'16'16'16'4'4'4'4'4'4'4'4'4'4'
4'4'4'4'4'4'4'4'4'16'16'16'16'16'16'16'16'16'16'16'16'16'16'16'16'
DMA-1
1.03 ACSTORMTECH UNDERGROUND
INFILTRATION BASIN
MC-3500 CHAMBERS & 2 END CAPS
8'
9'
13'
PROPOSED DRAINAGE
INLET W/STENCILING
70'
EMERGENCY VEHICLE AND
UTILITY ACCESS EASEMENT OVER
26' PRIVATE STREET
EXISTING STREET EASEMENT
#86-241772
DATE: 8-22-1986
EXISTING STREET EASEMENT
#80-151205
DATE: 7-03-1980
EXCLUSIVE USE EASEMENT
AREA OVER LOT 15 SIDE
YARD DRAIN IN FAVOR OF
LOT 16, TYPICAL
EXISTING STREET EASEMENT
#89-419522
DATE:11-06-1989
EMERGENCY VEHICLE AND
UTILITY ACCESS EASEMENT OVER
26' PRIVATE STREET
BMP LIST:
EDUCATION OF PROPERTY OWNERS (N1)
STORMCHAMBER INFILTRATION BASIN
TRAINING/EDUCATION PROGRAM (N12)
LANDSCAPE MAINTENANCE BMP (N3)
COMMON AREA CATCH BASIN INSPECTION (N14)
LANDSCAPE MANAGEMENT PLANNING (SD-10) (N3)
ROOF RUNOFF CONTROLS AND DISCHARGE TO PERVIOUS AREAS (SD-11)
EFFICIENT IRRIGATION (S4)
STORM DRAIN SYSTEM STENCILLING & SIGNAGE (S1)
TRASH STORAGE AREAS (SD-32)
STORMDRAIN DROP INLETS WITH BIOCLEAN FILTER INSERTS
BMP MAINTENANCE (N4)
LITTER/DEBRIS CONTROL PROGRAM (TC-11)
FINISH GRADE OF LANDSCAPE AREAS 1"-2" BELOW ADJACENT
CURB/SIDEWALK/PAVEMENT (S5)
STREET/DRIVEWAY SWEEPING/VACUUMING (N15)
20 0 20 40
1" = 20'SCALE:
PR
E
L
I
M
I
N
A
R
Y
W
Q
M
P
S
I
T
E
A
N
D
D
R
A
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N
A
G
E
P
L
A
N
Pr
e
p
a
r
e
d
B
y
:
DA
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A
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DR
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C
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SHEET NO.
PR
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3
5
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A
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9
2
6
2
7
PH
O
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:
(
9
4
9
)
7
9
1
-
8
4
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1
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2
0
7
6
1
10
2
9
5
1
9
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S
T
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E
T
C3
210 FREEWAY
19TH STREET
HAMILTON STREET
VICTORIA STREET
PACIFIC ELECTRIC TRAIL
RA
M
O
N
A
A
V
E
N
U
E
HE
R
M
O
S
A
A
V
E
N
U
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HE
A
V
E
N
A
V
E
N
U
E
AV
E
N
U
E
CA
R
T
I
L
L
A
PROJECT LOCATION
2
3
4
5
6
7
8
9
10
1
11
12
13
14
15
DRAINAGE MANAGEMENT AREA
DRAINAGE MANAGEMENT AREA BOUNDARY
GRATE INLET WITH FLOGARD INSERT FILTER
CONCRETE V-GUTTER
NON-STRUCTURAL SOURCE CONTROL BMP IDENTIFIER
STRUCTURAL SOURCE CONTROL BMP IDENTIFIER
CASQA BMP IDENTIFIER
DMA-1:
LEGEND:
N1
S1
SD-1
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
8 10 14
1 3 7
10 14
8 13
4 6
119 2 12
BENCHMARK:
CITY OF RANCHO CUCAMONGA BENCHMARK #10078
ADJUSTMENT YEAR: 1987
DESCRIPTION: 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10078 1987"AT
NORTHWEST CORNER OF 19TH STREET AND HERMOSA AVENUE, 4 FT. WEST OF END OF CURB RETURN AT EASTERLY
END OF CATCH BASIN.
AREA CALCULATIONS:
TOTAL GROSS & NET SITE AREA: 44,817 SF (1.03 AC)
TOTAL DISTURBED AREA: 44,817 SF (1.03 AC)
EXISTING IMPERVIOUS COVER AREA: 8,973 SF
IMPERVIOUS AREA TO BE REMOVED: 8,973 SF
PROPOSED IMPERVIOUS AREA: 31,887 SF
814
DMA-1
DRAINAGE AREA AREA (AC)PROPOSED BMP DESIGN CAPTURE
VOL. (CF)
PROVIDED
VOL. (CF)
1.03 UNDERGROUND STORMTECH
RETENTION/INFILTRATION BASIN 1912.141739
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76
DESIGNATION SS.
2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION
FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF
ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW
COLORS.
45"
(1140 mm)
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
12" (300 mm) MIN77" (1950 mm)
12" (300 mm) MIN
6"
(150 mm) MIN
9" (230 mm) MIN
(SEE NOTE 3)
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
6" (150 mm) MIN
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-3500
END CAP SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
**THIS CROSS SECTION DETAIL REPRESENTS
MINIMUM REQUIREMENTS FOR INSTALLATION.
PLEASE SEE THE LAYOUT SHEET(S) FOR
PROJECT SPECIFIC REQUIREMENTS.
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
TYPICAL DETAIL - STORMTECH MC-3500
NTS
LATITUDE
34.131806
LONGITUDE
117.580569
600'
600'
600'
600'
AP
N
1
0
7
6
-
1
2
1
-
1
7
MMMM M M M L
PM
1
1
4
7
2
AP
N
1
0
7
-
1
5
1
-
0
2
PM
1
6
4
8
1
TR
.
9
1
2
1
AP
N
1
0
7
6
-
1
2
1
-
0
3
AP
N
1
0
7
6
-
1
2
1
-
0
2
AP
N
1
0
7
6
-
1
2
1
-
0
1
M
AP
N
1
0
7
6
-
1
1
1
-
0
9
19TH STREET
HAMILTON STREET
P
APN 1076-121-07
L
TR. 9345
MIGNONETTE
STREET
CA
R
T
I
L
L
A
A
V
E
N
U
E
L
TR
.
9
1
2
1
L
TR. 9370
L
TR. 15531
RING AVENUE
MA
Y
B
E
R
R
Y
A
V
E
N
U
E
RING AVENUE
HEATHER STREET
L
TR. 9472
L
TR. 9472
L
TR. 13342
L
L L
P
APN 1076-111-10
LEGEND:
PROJECT BOUNDARY
600' RADIUS BOUNDARY
MEDIUM RESIDENTIAL
PARKS
LOW RESIDENTIAL
20 0 20 40
1" = 20'SCALE:
M
P
L
Pr
e
p
a
r
e
d
B
y
:
DA
T
E
SC
A
L
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DR
A
W
N
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a
SHEET NO.
PR
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A
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6
2
7
PH
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:
(
9
4
9
)
7
9
1
-
8
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SPACE
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111213141516171819
PR
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4' +/- PARKWAY
4' +/- PARKWAY 4' SIDEWALKGUEST PARKING
EXISTING PUBLIC
SIDEWALK TO REMAIN
HA
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SIDEWALK
PEDESTRIAN
GATE
C.M.U. WALL
E.V.A. GATE
EXISTING C.M.U.
WALL
EXISTING C.M.U.
WALL
2
KEY NOTES
PER SECTION 150.0(K)(3), ALL OUTDOOR SINGLE FAMILY SHALL BE HIGH EFFICACY, AND SHALL BE CONTROLLED
BY MANUAL ON/OFF SWITCH AND ONE OF THE CHOICES BELOW:
-PHOTOCELL AND MOTION SENSOR
-PHOTOCELL AND AUTOMATIC TIME SWITCH
-ASTRONOMICAL TIME CLOCK
MANUAL ON/OFF SWITCHES SHALL NOT OVERRIDE THE AUTOMATIC CONTROL FUNCTIONS LISTED ABOVE,
OUTDOOR LIGHTING OF SINGLE FAMILY SHALL BE CONNECTED TO INDIVIDUAL DWELLING UNIT PANEL.
1
1
2
1
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2
1
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1
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1
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1
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1
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1
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1
2
SC - EXISTING
SC - EXISTING
NOTES:
VERIFY WITH OWNER OR ARCHITECT BEFORE PURCHASING THE LIGHTING FIXTURES.
EQUIVALENT FIXTURES ARE ACCEPTABLE AS DETERMINED BY OWNER AND ARCHITECT.
REFER TO PHOTOMETRIC PLAN FOR EXACT HEIGHT OF EACH LIGHTS.
REFER TO LANDSCAPE PLANS FOR MORE DETAILS ON LANDSCAPE SITE LIGHTING FIXTURES.
Luminaire Schedule
Symbol Qty Label Arrangement Description Tag LLF Lum. Lumens Lum. Watts
2 LED STREET POLE LIGHT - EXISTING SINGLE GLXM-VLED-III-64LED-350mA SC - EXISTING 0.850 7814 71
58 LED WALL LIGHT SINGLE RL-L18_0-ZE700-UNIV—40K SA 0.850 1927 23.3075
Manufacturer
Teron Lighting
N
SL-1
SITE LIGHTING PLANPASEO 19
'(&, 2024
RANCHO CUCAMONGA, CA
Scale 0306090
OPEN
SPACE
10
19
T
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987654321
111213141516171819
PR
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DR
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4' +/- PARKWAY
4' +/- PARKWAY 4' SIDEWALKGUEST PARKING
EXISTING PUBLIC
SIDEWALK TO REMAIN
HA
M
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T
O
N
S
T
NEW PUBLIC
SIDEWALK
PEDESTRIAN
GATE
C.M.U. WALL
E.V.A. GATE
EXISTING C.M.U.
WALL
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
MH: 8
SA
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SA
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SA
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SA
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SA
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SA
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SA
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SA
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SA
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SA
MH: 8
SA
MH: 8
SA
MH: 8
1.7
1.3
1.2
1.2
1.1
1.3
1.3
1.8
1.3
1.8
1.3
1.8
1.3
1.8
1.3
1.8
1.3
1.8
1.3
1.7
1.8
1.3
1.8
1.4
1.8
1.3
1.8
1.3
1.8
1.3
1.8
1.3
1.8
1.3
1.8
1.3
SC - EXISTING
MH: 25
SC - EXISTING
MH: 25
1.0 1.0 1.7
1.1 1.0 1.7
1.3 1.9 1.8 2.2 2.2 2.1 2.0 2.3 2.2 1.9 2.2 2.2 2.1 2.0 2.2 2.1 1.8 1.9 1.5 1.1 1.0 1.4 1.8 1.8 2.1 2.1 2.0 1.9 2.2 2.1 1.9 2.0 2.0 1.8 1.5 1.5
1.2 1.4 1.5 1.7 1.7 1.6 1.6 1.7 1.7 1.6 1.7 1.7 1.7 1.6 1.7 1.7 1.5 1.5 1.4 1.3 1.3 1.4 1.5 1.5 1.7 1.7 1.6 1.6 1.7 1.7 1.6 1.7 1.7 1.5 1.3 1.2
1.5 2.0 1.9 2.3 2.3 2.1 2.1 2.4 2.3 2.0 2.4 2.4 2.1 2.2 2.4 2.3 2.0 2.3 2.3 2.0 2.0 2.3 2.3 2.0 2.4 2.4 2.2 2.2 2.5 2.4 2.0 2.4 2.4 2.1 1.7 1.9 1.0
1.0
1.1
Luminaire Schedule
Symbol Qty Label Arrangement Description Tag LLF Lum. Lumens Lum. Watts
2 LED STREET POLE LIGHT - EXISTING SINGLE GLXM-VLED-III-64LED-350mA SC - EXISTING 0.850 7814 71
58 LED WALL LIGHT SINGLE RL-L18_0-ZE700-UNIV—40K SA 0.850 1927 23.3075
Manufacturer
Teron Lighting
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
PARKWAY-1 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-10 Illuminance Fc 1.20 1.2 1.2 1.00 1.00
PARKWAY-11 Illuminance Fc 1.20 1.3 1.1 1.09 1.18
PARKWAY-12 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-13 Illuminance Fc 1.60 1.8 1.4 1.14 1.29
PARKWAY-14 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-15 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-16 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-17 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-18 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-2 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-3 Illuminance Fc 1.60 1.8 1.4 1.14 1.29
PARKWAY-4 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-5 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-6 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-7 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-8 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PARKWAY-9 Illuminance Fc 1.55 1.8 1.3 1.19 1.38
PRIVATE DRIVE Illuminance Fc 1.84 2.5 1.0 1.84 2.50
SA
MH: 8
SA
MH: 8
N
SL-2
SITE LIGHTING PHOTOMETRIC PLANPASEO 19
'(&, 2024
RANCHO CUCAMONGA, CA
Scale 0306090
GSPublisherVersion 0.0.100.100
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Revisions
Client information
HAMILTON LAND
DEVELOPMENT INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA, 92627
949.791.8401
Date
FEBRUARY, 2025
Project No.
Sheet Name
Sheet No.
Scale
SINGLE FAMILY
RESIDENCE
10302 HAMILTON ST
APN 1076-151-54
TE
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MAYBERRY ST
N8
9
°
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E
S00°16'42"W 324.79'
S00°16'42"W 323.52'
S00°16'42"W 323.48'
N8
9
°
2
9
'
0
9
"
E
1
3
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9
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S8
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13
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APN 1076-121-03
R.S. 20/81
PARCEL 4
PM 11472
P.M.B
159/1
L
10987654321
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NARROW LEAF MILKWEED (60 S.F)
40 S.F - SOD
1010 S.F - SOD
NARROW LEAF MILKWEED (80 S.F)
13 -MEXICAN ELDERBERRY
NARROW LEAF MILKWEED (90 S.F)
3 - CHINESE HACKBERRY TREES (15 GAL)
2 - LONDON PLANE TREES (24" BOX)
14 - MEXICAN ELDERBERRY
NARROW LEAF MILKWEED
CALIFORNIA FUSCHIA 'PROSTRATE'
(MIXED) (330 S.F)
2 - LONDON PLANE TREES (24" BOX)
NARROW LEAF MILKWEED (90 S.F)
3 - CHINESE HACKBERRY TREES (15 GAL)
NARROW LEAF MILKWEED
CALIFORNIA FUSCHIA 'PROSTRATE'
(MIXED) (330 S.F)
12 - MEXICAN ELDERBERRY
NARROW LEAF MILKWEED (130 S.F)
3 -CHINESE HACKBERRY TREES (15 GAL)
3 - LONDON PLANE TREES (36" BOX)
NARROW LEAF MILKWEED
CALIFORNIA FUSCHIA 'PROSTRATE'
(MIXED)(330 S.F)
140 S.F - SOD
140 S.F - SOD
3 - LONDON PLANE TREES (2-36" BOX & 1- 24" BOX)
NARROW LEAF MILKWEED (130 S.F)
NARROW LEAF MILKWEED
CALIFORNIA FUSCHIA 'PROSTRATE'
(MIXED)(330 S.F)
3 - CHINESE HACKBERRY TREES (15 GAL)
CALIFORNIA FUSCHIA 'PROSTRATE'(90 S.F)CONCRETE SIDE WALK
11 - MEXICAN ELDERBERRY
8 - LONDON PLANE
TREES (15 GAL)
PRIVATE DRIVE
8
2"W
3
3"'
3"'
NARROWLEAF MILKWEED (98 S.F)
NARROWLEAF MILKWEED (80.S.F)
CONRETE
PATIO
PRIVATE YARD AREA
TO BE LANDSCAPED
BY HOME OWNER
NARROWLEAF
MILKWEED (98 S.F)
NARROWLEAF MILKWEED (80 S.F
1 - DESERT WILLOW
TREE (15 GAL)
1 - JERUSALEM THORN TREE (15 GAL)
CONRETE
WALKWAY (90 S.F)
CONRETE DRIVEWAY(64 S.F)
LOT BOUNDARYY
NARROWLEAF MILKWEED (30 S.F)
0' 5' 10' 25' 50' 100'
N
MEXICAN
ELDERBERRY
CALIFORNIA FUSCHIA
'PROSTRATE"
NARROWLEAF MILKWEED
JERUSALEM THORN TREE
DESERT WILLOW TREE
SHRUBS CANOPY TREESTYPICAL LOT PLANTING PLAN
L-1
LANDSCAPE PLAN
SCALE 1/16"=1'-0"
SCALE 1/8"=1'-0"
AS SHOWN
LONDON PLANE TREE
CHINESE HACKBERRY TREE
GSPublisherVersion 0.0.100.100
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Revisions
Client information
HAMILTON LAND
DEVELOPMENT INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA, 92627
949.791.8401
Date
FEBRUARY, 2025
Project No.
Sheet Name
Sheet No.
Scale
SINGLE FAMILY
RESIDENCE
10302 HAMILTON ST
APN 1076-151-54
TE
L
OH
MAYBERRY ST
N8
9
°
2
9
'
0
9
"
E
HA
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5
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2
3
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E
S00°16'42"W 324.79'
S00°16'42"W 323.52'
S00°16'42"W 323.48'
N8
9
°
2
9
'
0
9
"
E
13
3
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9
4
'
S8
9
°
5
8
'
2
3
"
E
13
5
.
0
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'
APN 1076-121-03
R.S. 20/81
PARCEL 4
PM
11472P.M.B.
159/1-2
LOT
1
10987654321
111213141516171819
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25
29 (R.O.W)
4
4
4 106
4 4 7
17
27 (R.O.W)
6
8
15
32 (R.O.W)
6
35 (R.O.W)
29
PRIVATE DRIVE
0'5'10'25'50'100'
N
3
3"'
3"'
7
2
7
7
7
CONCRETE
PATIO
PRIVATE YARD AREA
TO BE LANDSCAPED BY
HOME OWNER
CONCRETE
WALKWAY
CONCRETE DRIVEWAY
TYPICAL LOT IRRIGATION WATER USAGE
(GALLONS PER DAY)
PLANTING AREA IRRIGATION WATER USAGE
(GALLONS PER DAY)
AREA TO BE IRRIGATED
PROPERTY (5,436 S.F)
Estimated Daily
Usage (g)
Average Flow Rate
(gpm)
532
36.9
123
RIGHT OF WAY (1,360)
Estimated Daily
Usage (g)
Average Flow Rate
(gpm)4
L-2
IRRIGATION WATER
USAGE PLAN
SCALE 1/16"=1'-0"
SCALE 1/8"=1'-0"
AS SHOWN
GSPublisherVersion 0.0.100.100
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Revisions
Client information
HAMILTON LAND
DEVELOPMENT INC.
1635 OHMS WAY, SUITE A
COSTA MESA, CA, 92627
949.791.8401
Date
FEBRUARY, 2025
Project No.
Sheet Name
Sheet No.
Scale
CANOPY TREE PLANTING
PLACE RUBBER HOSE ON WIRE AT ALL POINTS
OF CONTACT WITH TREE
1
PLACE DOUBLE-STRANGED, 12-GAUGE
GALVANIZED GUY WIRES SPACED EQUAL
DISTANCE AROUND THE TREE, ABOVE THE 1ST
LATERAL BRANCH
2
PLACE SAFETY FLAGS ON GUY WIRES3
TWIST WIRES TO ADJUST TENSION ON GUY
WIRES
41
2
3
4
5
IF APPLICABLE, REMOVE THE BURLAP FROM THE
TOP 1/3 OF THE ROOTBALL
5
6
3" MULCH6
7
FORM CONTINUOUS EARTHEN 4"-6" WIDE RIM
AROUND PLANTING HOLE
7
8
2" X 4" X 24" WOOD STAKE
DRIVEN 3" BELOW GRADE
8
9
PLANTING PIT DEPTH SHALL EQUAL DEPTH OF
ROOTBALL PLUS 6" FOR SETTING LAYER OF
COMPACTED STANDARD PLANTING MIXTURE
PLANTING PIT WIDTH SHALL BE TWICE THE
DIAMETER OF THE ROOTBALL
9
10
BACKFILL AROUND THE ROOT BALL WITH
STANDARD PLANTING MIXTURE, ELIMINATING
AIR POCKETS
10
11
PLANT TOP OF ROOT BALL SLIGHTLY HIGHER
THAN FINISHED GRADE. ROOT FLARE SHALL BE
EXPOSED ABOVE TOP OF MULCH LAYER.
11
12 PLACE ROOT BALL AT THE BOTTOM OF
PLANTING PIT ON 4"-6" LAYER OF COMPACTED
STANDARDS PLANTING MIXTURE.
12
1 SHRUB AND GROUNDCOVER PLANTING
1
2
3
4
5
6
8
7
PLACE TOP OF ROOT BALL 2" ABOVE FINISHED
GRADE
1
3" MULCH2
FORM SAUCER WITH 3" CONTINUOUS
EARTHEN RIM AROUND PLANTING HOLE
3
(2' OR LESS DIAMETER ROOT BALL) PLANTING
PIT WIDTH SHALL BE TWICE THE DIAMETER OF
THE ROOT BALL
4
(GREATER THAN 2' DIAMETER ROOT BALL)
PLANTING PIT SHALL BE 2' LARGER IN
DIAMETER THAN THE ROOT BALL
5
PLANTING DEPTH SHALL BE 4"-6" DEEPER
THAN ROOT BALL
6
PLACE ROOT BALL AT BOTTOM OF PLANTING
PIT ON TOP OF 4"-6" OF STANDARD PLANTING
MIX THAT HAS BEEN COMPACTED
7
BACK FILL AROUND ROOT BALL WITH
STANDARD PLANTING MIX, ELIMINATING AIR
POCKETS
8
2
15 YEAR CANOPY OPEN SPACE SHADING CALCULATION3
PLANTING SCHEDULE (PROPERTY)
TREES & PALMS
Native Qty Botanical/ common name Specifications
SHRUBS, GROUND COVERS & VINES
Native Area S.F Botanical/ common name Specifications
MISCELLENEOUS
PLANTING SCHEDULE (STREET TREES & OPEN SPACE TREES)
TREES & PALMS
Native Botanical/ common name Specifications
Native Qty Botanical/ common name Specifications
Y
Y
Y
Y
Y
N
Y
Y
Chilopsis linearis
Desert willow tree9
Parkinsonia aculeata
Jerusalem thorn tree8
1060
750
50 (No.)
Asclepias fascicularis
Narrowleaf milkweed
Epilobium canum
California fuschia 'prostrate'
5 Gal
Staggered and butted joints1,256 S.F
18
Sambucus nigra
Mexican elderberry
Marathon II Tall Fescue Sod
Platanus acerifolia
London plane Tree
5 at 36" box, 5 at 24" box and 8 -15 gal
15 galCeltis sinensis
Chinese hackberry Tree12
GENERAL LANDSCAPE NOTES
1.LANDSCAPE ARCHITECT TO VERIFY QUALITY OF ALL SELECTED PLANTS.
2.ALL PLANTING BEDS TO BE TOPPED WITH 2" MIN MULCH
3.ALL TREES TO BE STAKED IN A GOOD WORKMANLIKE MANNER. NO NAIL STAKING
PERMITTED
4.LANDSCAPE PLAN SHALL BE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES.
5.ALL TREE HOLES TO BE BACKFILLED AROUND AND UNDER ROOT BALL WITH
PLANTING SOIL. ALL SHRUB BEDS TO BE INSTALLED WITH PLANTING SOIL (SEE
SPECS)
6.SOD SHALL BE MARATHON II "TALL" FESCUE UNLESS OTHERWISE NOTED. SOD
LAID WITH ALTERNATIVE AND ADUTING JOINTS, WITH 2" TOP SOIL MINIMUM
REQUIRED.
L-3
LANDSCAPE
SCHEDULE AND
NOTES
7.ALL TREES, SHRUBS AND GROUND COVERS SHALL BE GUARANTEED FOR
TWELVE MONTHS FROM DATE OF FINAL ACCEPTANCE. ALL PALMS ARE TO BE
GUARANTEED FOR ONE YEAR.
8.ALL PLANTING BEDS SHALL BE WEED AND GRASS FREE.
9.ALL TREES PALMS,SHRUBSAND GROUNDCOVER PLANTS SHALL BE FERTILIZED AT
INSTALLATION WITH LONG LASTING FERTILIZER, ACCORDING TO
MANUFACTURERS RECOMMENDATIONS. (SUBMIT SAMPLE FO APPROVAL) (SEE SPEC).
10.PLANTING PLAN SHALL TAKE PRECEDENCE OVER PLANT LIST IN CASE OF
DISCREPANCIES (NOTIFY LANDSCAPE ARCHITECT FOR DIRECTION)
11.LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY ALL UNDERGROUND
UTILITIES PIOR TO DIGGING.
12.NO CHANGE SHALL BE MADE WITHOUT THE PRIOR CONSENT OF THE LANDSCAPE
ARCHITECT.
13.ALL MATERIAL IS SUBJECT TO AVAILABILITY AT THE TIME OF INSTALLATION.
SUBSTITUTIONS MAY BE MADE AFTER CONSULTATION WITH LANDSCAPE
ARCHITECT.
14.ALL NEWLY PLANTED AREASTO RECEIVE 100% COVERAGE BY AUTOMATIC
IRRIGATION SYSTEM. (REFER TO IRRIGATION PLAN.)
15.ALL PLANTING BEDS TO RECEIVE NEW PLANTING SOIL MINIMUM 6" DEEP. (REFER
TO PLANTING DETAILS)
16.CONTRACTOR WILL VISIT SITE TO FAMILIARIZE HIMSELF WITH THE SCOPE OF WORK
PRIOR TO SUBMITTING A BID.
17.LANDSCAPE CONTRACTOR TO COORDINATE HIS WORK WITH THE GENERAL
CONTRACTOR , THE IRRIGATION CONTRACTOR, THE IRRIGATION CONTRACTOR AND
THE ELECTRICAL CONTRACTOR.
18.EXISTING PLANT MATERIAL TO REMAIN SHALL BE PROTECTED WHERE APPLICABLE.
19.ALL TREES TO BE RELOCATED WILL GET ROOT PRUNED 30 DAYS MIN. (OR MORE) IF
REQUIRED BY THE SPECIES). UPON RELOCATION, THIN OUT (UNDER LANDSCAPE
ARCHITECT'S DIRECTION) 30% OF THE TREE CANOPY TO BE RELOCATED.
20.AFTER REMOVAL OR RELOCATION OF EXISTING TREES AND PALMS, BACKFILL TREE
PIT WITH PLANTING SOIL AND SOD DISTURBED AREA, AS REQUIRED.
21.ALL TREES ON SOD AREAS SHALL RECEIVE A MULCH RING 2" IN DIAMETER TYPICAL.
22.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.
TREE BRACING NOTES
2" AND LARGER CALIPER TREES BRACED BY GUYING..
1.CHOOSE THE CORRECT SIZE AND NUMBER OF STAKES AND SIZE OF HOSE AND WIRE.
GUYING SHALL BE COMPLETED WITHIN 48 HOURS OF PLANTING THE TREE.
2.CUT LENGTHS OF STAKING HOSE TO EXTEND 2 INCHES PAST TREE TRUNK WHEN
WRAPPING AROUND.
3.SPACE STAKES EVENLY ON OUTSIDE OF WATER RING AND DRIVE EACH FIRMLY INTO
THE GROUND. STAKES SHOULD BE DRIVING AT A 30 DEGREE ANGLE WITH THE POINT
OF THE STAKE TOWARD THE TREE UNTIL 4 TO 6 INCHES ARE LEFT SHOWING.
4.PLACE THE HOSE AROUND THE TREE TUNK JUST ABOVE THE LOWEST BRANCH.
5.THREAD THE WIRE THROUGH THE HOSE AND PAST THE STAKE, ALLOWING
APPROXIMATELY 2 FEET OF EACH OF THE TWO ENDS BEYOND THE STAKE BEFORE
CUTTING THE WIRE.
6.TWIST WIRE AT RUBBER HOSE TO KEEP IT IN PLACE.
7.PULL WIRE DOWN AND WIND BOTH ENDS AROUND STAKE TWICE. TWIST WIRE BACK
ON TO ITSELF TO SECURE IT BEFORE CUTTING OFF THE EXCESS.
8.THE ABOVE PROCEDURES ARE TO BE FOLLOWED FOR EACH STAKE, KEEPING THE
TREE STRAIGHT AT ALL TIMES. THERE SHOULD BE A 1 TO 3 INCH SWAY IN THE TREE
(THE WIRES SHOULD NOT BE PULLED TIGHT) FOR BEST ESTABLISHMENT.
9.FLAG THE GUY WIRES WITH SURVEYOR'S FLAGGING OR APPROVED EQUAL FOR
SAFETY.
10.GUYS ARE NOT TO BE REMOVED UNTIL APPROVED BY LANDSCAPE CONTRACTOR.
15 Gal
15 Gal
Total tree quantity required = 46 (45 per acre X 1.02 acres)
Total tree quantity provided = 47
- 36" box = 5 (10%)
- 24" box = 5 (10%)
- 15 gal = 37 (80%)
Front yard landscaping (Lots 2-9 + 12-18)
-Softscape = 208 S.F (58%)
- Hardscape (Driveway& walkway) = 154 S.F (42%)
Front yard landscaping (Lots 1 +19)
- Softscape = 80 S.F+ 30 S.F +180 S.F = 290 S.F(65%)
- Hardscape (Driveway& walkway) = 64 S.F +90 S.F = 154 S.F (35%)
Front yard landscaping (Lots 10 +11)
- Softscape = 140 S.F+ 30 S.F +98 S.F = 268 S.F (71%)
- Hardscape (Driveway& walkway) = 64 S.F + 48 S.F = 112 S.F (29%)
Open space calculation
-Total landscape area = 13,900 S.F
-Total site area = 44,430 S.F
-Open space % = 31%
Per City code section 17.56.050K.4
Per City code section 17.56.050K.4
Area S.F
Shading calculation
-Open space area = 1,110 S.F
-15 Year canopy area = 820 S.F
-Shaded area % =74%
37'
30'