HomeMy WebLinkAbout2024-12-17 - Agenda Packet
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DECEMBER 17, 2024- 6:00 P.M.
DESIGN REVIEW COMMITTEE
MEETING AGENDA
RAINS ROOM
CITY HALL
10500 Civic Center Drive
Rancho Cucamonga, CA 91730
A. Call to Order
Roll Call: 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 October 1, 2024.
D. Project Review Items
D1. ENVIRONEMTANL ASSESSMENT, DEVELOPMENT AGREEMENT, TENTATIVE PARCEL
MAP, DESIGN REVIEW, CONDITIONAL USE PERMIT, AND CERTIFICATE OF
APPROPRIATENESS - CP LOGISTICS VINEYARD LLC – A request subdivide land for the
development of three (3) concrete tilt-up industrial buildings totaling approximately 982,096,
square feet on approximately 45.96 net acres bound by Vineyard Avenue to the east, 9th Street
to the north, Baker Avenue to the west, and the BNSF railroad line to the south, and the
rehabilitation of the Baker House, a historic landmark located at 8803 Baker Avenue; APN:
0207-27-125, -27, -39, -40, -89, -93, -94, -96, -97.
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
October 1, 2024
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 October 1, 2024. 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 Diaz
Staff Present: Tabe van der Zwaag, 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 September 17, 2024.
Item C1. Motion carried 2-0 vote.
D. Project Review Items
D1.
ENVIRONMENTAL ASSESSMENT, TENTATIVE MAP, DESIGN REVIEW & VARIANCE –
GRAND PACIFIC COMMUNITIES – A request to subdivide approximately 1.7 acres of land
into 8 numbered and 4 lettered lots including site plan and design review of 8 duplexes (16
units total), and a variance to reduce the required streetscape setback for a site located
between 19th and Hamilton Streets east of Hermosa Avenue in the Medium Residential (M)
Zone; APN: 1076-121-03 (Tentative Tract Map SUBTT20662, Design Review DRC2023-
00363, and Variance DRC2024-00300). The project qualifies as a Class 32 exemption under
State CEQA Guidelines Section 15332 – Infill Development Projects.
Staff presented the item. Committee members asked a number of questions regarding WQMP
facilities, wall height, street width, and requirements for completing sidewalks. Additional
questions from committee members included landscaping, specifically that the applicant
consider a tree type that does not drop pods, the placement of mailboxes, the placement of
solar and location of trash cans. Committee Members complimented the design. Committee
Member Boling inquired about the need for crosswalks and crossing guards, considering the
new proposed street included within the project design would terminate right in front of an
elementary school. Committee Members recommended that the applicant contact the school
district and City engineering department for requirements on crosswalks and crossing guards.
Committee members voted to move the item forward to the full Planning Commission with the
motion that the applicant consider flashing beacons in any potential crosswalk and coordinate
with the school district on the need for crossing guards and any other requirements the school
district may desire. The motion also included that the applicant consider revising the landscape
plan as well as incorporate a dog relief station within the WQMP area.
The Committee took the following action:
Recommend approval to PC. 2-0 Vote.
D2. ENVIRONMENTAL ASSESSMENT, DESIGN REVIEW AND CONDITIONAL USE PERMIT –
GORRE ARCHITECHTS FOR CAL BOX - A request for site plan and architectural review of
45,993 square foot addition to an existing 98,406 square foot industrial building and a
Conditional Use Permit to operate a manufacturing use over 50,000 square feet located on
approximately 7.7 acres of land within Mixed Employment 2 (ME2) Zone, located on the east
side of Toronto Avenue where it terminates into the BNSF/Metrolink right of way; APN: 0209-
401-05. (Design Review DRC2023-00379 and Conditional Use Permit DRC2024-00288). The
project qualifies as a Class 32 exemption under State CEQA Guidelines Section 15332 – Infill
Development Projects.
Staff presented the item. Committee members asked general questions related to nonconforming setbacks
and the project’s compliance with other standards. Committee members asked the applicant questions about
the history of their business in Rancho Cucamonga and about business operations related to the proposed
addition. Committee members noted that the plan set did not include colored renderings which would have
been helpful in their review. Particularly since this is an addition to an existing building, colored renderings
would be helpful to distinguish the existing structure from the new addition. Staff responded that these items
will be addressed prior to the item going to the Planning Commission.
The Committee took the following action:
Recommend approval to PC. 2-0 Vote.
E. Adjournment
Principal Planner Sean McPherson adjourned the meeting at 7:45 p.m.
Respectfully submitted,
___________________________
Elizabeth Thornhill, Executive Assistant
DESIGN REVIEW COMMENTS
December 17, 2024 6:00 p.m.
Sean McPherson, AICP, Senior Planner
Jared Knight, Assistant Planner
ENVIRONEMTANL ASSESSMENT, DEVELOPMENT AGREEMENT, TENTATIVE PARCEL
MAP, DESIGN REVIEW, CONDITIONAL USE PERMIT, AND CERTIFICATE OF
APPROPRIATENESS - CP LOGISTICS VINEYARD LLC – A request subdivide land for the
development of three (3) concrete tilt-up industrial buildings totaling approximately 982,096,
square feet on approximately 45.96 net acres bound by Vineyard Avenue to the east, 9th Street
to the north, Baker Avenue to the west, and the BNSF railroad line to the south, and the
rehabilitation of the Baker House, a historic landmark located at 8803 Baker Avenue; APN:
0207-27-125, -27, -39, -40, -89, -93, -94, -96, -97.
Site Characteristics: The project site totals approximately 45.96 acres and is comprised of nine
adjacent parcels (APN: 020727125, -27, -39, -40, -89, -93, -94, -96, -97), generally located
between Baker Avenue to the West, the Cucamonga Channel and Vineyard Avenue to the east,
9th Street to the North and the AT and SF Railroad to the South. A rail spur running east and
west borders the property to the south parallel to 9th Street.
The project site has been previously developed with a commercial industrial building but is
currently vacant, save for an existing cell phone tower west of Vineyard Avenue along the
project’s southern property line, which will remain. The project site also includes a vacant home
(hereinafter referred to as the “Baker House”) on the west side of the site at 8803 Baker
Avenue. The Baker House is designated as a local historic landmark. The majority of the project
site is covered with low-lying vegetation consisting of grasses and weeds.
Background and Land Use Context: Notably, the project was deemed complete on June 16,
2021, prior to the adoption of current zoning standards. As such, the project has been analyzed
in accordance with standards in place at the time the application was deemed complete when
the project site was located within the General Industrial zone (GI) and within the General
Industrial General Plan land use designation. The General Plan currently designates the project
site as Neo-Industrial Employment District, and it is currently zoned as Neo-Industrial (NI). The
site is surrounded by various uses including commercial industrial uses to the north and east
and residential uses to the north, northwest and west.
The existing General Plan and Zoning designations for the project site and adjacent properties
are as follows:
Land Use General Plan Zoning
Site Vacant Neo-Industrial Employment District Neo-Industrial (NI)
North
Industrial
Warehousing Neo-Industrial Employment District Industrial Employment (IE)
Commercial
Retail Neo Industrial Employment District Neo-Industrial (NI)
Single-Family Neighborhood Center Neighborhood General 3
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December 17, 2024
Page 2
Residential Suburban Neighborhood Low Limited (NG3L)
Medium Residential
South
Residential
(City of Ontario)
Private School
(City of Ontario)
Residential Low Density Residential
West Single Family
Residential Traditional Neighborhood Low/Medium Residential (LM)
East
Flood Control
Channel General Open Space and Facilities Flood Control Utility Corridor
(FC/UC)
Commercial
Retail Neo-Industrial Employment District Neo-Industrial (NI)
Project Overview: The applicant proposes to subdivide the project site into four new parcels and
construct three new industrial warehouse buildings totaling a cumulative 982,096 square feet in
size. Parcel 1 proposes an area of approximately 28 acres with street frontage along 9th street
and Vineyard Avenue and will be improved with Building 1 totaling 611,574 square feet. Parcel
2 proposes an area of approximately 6 acres and will be improved with Building 2 totaling
107,541 square feet. Parcel 3 proposes an area of approximately 12 acres and will be improved
by Building 3, totaling 262,981 square feet with street frontage along Baker Avenue. Parcel 4
proposes an area of approximately an acre and is currently improved with the historic Baker
House addressed 8803 Baker Avenue. Various off-site street improvements are also proposed
as part of the project, including but not limited to the installation of a new traffic signal at Baker
Avenue and 8th Street.
Figure 1: Site Plan
Building 1 will have an office area not to exceed 4,000 square feet and a maximum height of 40
DRC COMMENTS
DESIGN REVIEW DRC2019-00742 – CP LOGISTICS VINEYARD, LLC.
December 17, 2024
Page 3
feet. Building 2 will have office areas on the first and second floor, both not to exceed 2,000
square feet, and a maximum height of 36 feet. Building 3 will have office areas on the first floor
not to exceed 2,500 square feet and on the second floor not to exceed 2,000 square feet, and a
maximum height of 36 feet. The historic Baker House is proposed to be renovated to
accommodate civic/recreational uses. This renovation involves proposed exterior changes to
the façade of the building, for which the applicant has requested the approval of a Certificate of
Appropriateness, which is included with the development application. See the section below
regarding the Certificate of Appropriateness relative to the Design Review Committee’s purview.
Vehicular access to the site will be provided by a total of 5 driveways; two located along the
Vineyard Avenue frontage of the project, one located along 9th Street, and two located off of
Baker Avenue. Notably, truck access will be prohibited at the Baker Avenue driveways, and
trucks exiting the project using the 9th Street driveway will be limited to right turns only. Staff
notes that the project is being developed on a speculative basis and that no tenants for any
buildings have yet been identified.
Architecture: The proposed industrial warehouse buildings meet the City’s architectural
standards. Each building provides well-defined articulation and a varied use of architectural
features creating an attractive aesthetic. For example, the facades facing 9th Street, Vineyard
Avenue, and Baker Avenue feature concrete tilt-up façades punctuated with panel joints,
reveals, and windows. The northern and southern façades of Building 2, visible from a
commercial center to the north and 8th Street to the south, are similarly embellished.
Figure 2: Elevation Excerpt
The street-facing corners of Buildings 1 and 2 feature office tower elements consisting of
insulated vision glass and spandrel glass, with a metal canopy. Building 2 features a similar
office tower element for its office space located on the western side of the building and
replicates it visually on the eastern side to create symmetry. The project provides a visually
consistent color pallet, which includes “Pure White Field Color” (Sherwin Williams SW 7005),
“Online” (Sherwin Williams SW 7072), and “Network Gray” (Sherwin Williams SW 7073).
The majority of the project site will be secured with an 8’ high tube steel fence. 8’ tilt-up concrete
screen walls will be used to screen parking from view. Additionally, a combination retaining wall
and 8’ concrete tilt-up screen wall will be constructed to better screen the project from view of
the residential units on the northwestern corner of the project site.
As previously noted, the proposed project was deemed complete on June 16, 2021 prior to the
adoption of current code standards. As such, staff notes that the project meets or exceeds all
development standards which were in place at the time the project was deemed complete as
DRC COMMENTS
DESIGN REVIEW DRC2019-00742 – CP LOGISTICS VINEYARD, LLC.
December 17, 2024
Page 4
shown in the table below:
Parking and Landscaping: Pursuant to Development Code Section 17.64.050, 17.64.090 and
Table 17.64.050-1, auto parking for warehouse/storage uses is based on a tiered ratio as
illustrated in the table below. In addition, office areas require parking at 1 stall per 250 square
feet. Further, the development code requires 1 trailer loading stall for each dock door proposed.
As such, the proposed project is required to provide 188 auto parking stalls and 94 trailer
loading stalls for Building 1, 62 auto parking stalls and 12 trailer loading stalls for Building 2, and
105 auto parking stalls and 28 trailer stalls for Building 3. The table below demonstrates the
project’s compliance with all parking standards:
Parking Ratio Required
Parking
Provided
Parking
Complies?
Warehouse/storage
and office 1 per 1,000 sf for the first
20,000 sf; 1 per 2,000 sf for
Building
1: 188
Building 1:
192;
YES
Development
Standard Required Proposed Complies?
Building Height
Maximum 35 feet (at front
setback) and
75 feet (1-foot increment
from the front setback
line)
Building 1: 40 feet; Building 2:
36 feet; Building 3: 36 feet YES
Floor Area Ratio
(FAR) 40% - 60%
Building 1: 49.47%; Building
2: 42.59%; Building 3:
51.21%
YES
Front Building
Setback
25 feet (9th Street);
25 feet (Baker Ave)
Building 1: ~269 feet
(9th Street);
Building 3: ~150 feet (Baker
Ave)
YES
Street Side
Setback
35 feet (Vineyard Ave)
Building 1: ~166 feet; YES
Average Depth of
Landscape
35 feet (Vineyard Ave);
25 feet (9th Street);
25 feet (Baker Ave)
43.71 feet (Vineyard Ave);
37.8 feet (9th Street);
42.61 feet (Baker Ave)
YES
Parking Setback
20 feet (Vineyard Ave);
15 feet (9th Street);
15 feet (Baker Ave)
~39 feet (Vineyard Ave);
~28 feet (9th Street);
~45 feet (Baker Ave)
YES
Interior Side Yard
Setback Min. 5 feet
Building 1: ~136 feet;
Building 2: ~45 feet;
Building 3: ~56 feet both
sides
YES
Rear Yard
Setback Min. 0 feet
Building 1: ~185 feet
Building 2: ~40 feet
Building 3: ~26 Feet
YES
Open
Space/Landscape
Standards
10% 11.9% YES
DRC COMMENTS
DESIGN REVIEW DRC2019-00742 – CP LOGISTICS VINEYARD, LLC.
December 17, 2024
Page 5
the next 20,000 sf, and 1 per
4,000 sf for remaining sf
Office requires 1 per 250 sf
stalls;
Building
2: 62
stalls;
Building
3: 105
stalls
Building 2:
62;
Building 3:
108
Trailer Loading
Stalls 1 per loading dock
Building
1: 94;
Building
2: 12;
Building
3: 28
Building 1:
126;
Building 2:
12;
Building 3:
30
YES
The project also meets all relevant landscape standards, as noted in the table above. Further,
the project will result in the planting of 482 new trees, including a total of 32 new street trees
along the Vineyard, Baker and 9th frontages.
Tentative Parcel Map 20173: As mentioned, the project includes a request to approve a
Tentative Parcel Map to consolidate the nine existing parcels within the project area and
subdivide them into four new lots, Parcel 1, Parcel 2, Parcel 3, and Parcel 4. Staff has reviewed
the Tentative Parcel Map and has determined that it complies with the relevant development
standards.
Certificate of Appropriateness regarding Baker House: As previously mentioned, the project
includes an application for a Certificate of Appropriateness related to improvements proposed to
the Baker House located 8803 Baker Avenue. The Baker House was constructed in 1952 and
was designated a historic landmark by the city in 2014. Per Historic Preservation Commission
Resolution 14-01 as approved on April 23rd, 2014, the Baker House represents one of the few
surviving examples of the Folk Architecture style in the city. As it relates to this project, the
Baker House will be subdivided and dedicated to the City and the structure will be renovated
and repurposed for City use. The dedication and future City use of the Baker House are related
to the project’s subject Development Agreement and will be discussed in full at such time that
the application is scheduled for public hearings.
As it relates to proposed changes to the Baker House itself, the exterior of the Baker House is to
be renovated so as to maintain the structure’s character defining features. Specifically, existing
mortar is to be reviewed and repointed as structurally required. The existing concrete sills will be
repaired and maintained. The front and rear entrances will be installed with new doors. Existing
roofing will be removed, evaluated, and replaced as structurally necessary, while maintaining
the existing materials and style. The existing concrete front porch will be maintained, except for
the removal of steps on the eastern side to be replaced with an ADA-compliant ramp. Currently
the Baker House features aluminum-frame window inserts set into the original wooden frames.
The applicant has requested to install new aluminum window inserts into the original wooden
framing should installing the windows directly into the original frame prove unfeasible. Staff
notes that any such changes to the historic structure will be required to be deemed appropriate
as part of the applicant’s request for a Certificate of Appropriateness which will be reviewed
before the full Planning Commission.
DRC COMMENTS
DESIGN REVIEW DRC2019-00742 – CP LOGISTICS VINEYARD, LLC.
December 17, 2024
Page 6
Figure 2: Baker House
Additional Entitlements: Lastly, staff notes that the project application also includes a request for
a Conditional Use Permit to allow “wholesale, storage and distribution” uses within the proposed
buildings, and a Development Agreement. These applications will be described in full at such
time that the application is presented to the full Planning Commission.
Neighborhood Meetings: The applicant has hosted two neighborhood meetings related to this
project. The first neighborhood meeting was held on April 22, 2022. At this meeting, the primary
concern expressed by residents and attendees was truck traffic related to the proposed project
given the close proximity to adjacent residential. In response to these concerns, the applicant
modified the project to prohibit truck ingress and egress at the Baker Avenue driveways.
Further, the applicant also further modified the project to limit truck turns from the 9th Street
driveway to “right only,” so as to avoid trucks traveling through the existing residential
neighborhood to the west.
The second neighborhood meeting was held on August 8, 2024. Again, concerns were raised
related to traffic and truck trips. Other general comments included concerns over proposed
tenants of the buildings and hours of operation, and the extension of the City’s fiber optic cable
network. One resident expressed concern over wall height between their adjacent residential
property to the north and the project site, requesting a 10-foot wall to serve as screening. The
applicant agreed that this could be accomplished and would be willing to construct a 10-foot tall
wall at this location.
Staff Comments
Major/Secondary Issues: The following broad design issues will be the focus of Committee
discussion regarding the project:
DRC COMMENTS
DESIGN REVIEW DRC2019-00742 – CP LOGISTICS VINEYARD, LLC.
December 17, 2024
Page 7
1. All materials used in the renovation of the Baker House shall be consistent with character
defining features and character defining themes, and consistent with Secretary of the
Interior Standards for Rehabilitation of Historic Structures. Specifically, materials used in
windows to be replaced shall be consistent with material historically associated with the
building’s architectural theme.
2. Regarding the request for a wall height increase to 10-feet, staff notes that this would
require the approval of a Minor Exception. Thus, staff proposes to add a condition of
approval on the project such that any Minor Exception for wall height increase be approved
prior to the issuance of building permits.
Policy Issues: The following items are a matter of Planning Commission policy or development
code requirements and should be incorporated into the project design without discussion:
3. All Double Detector Checks (DDC) and Fire Department Connections (FDC) required and/or
proposed shall be installed at locations that are not within direct view or line-of-sight of the
office corner of the building. The specific locations of each DDC and FDC shall require the
review and approval of the Planning Department and Fire Construction Services/Fire
Department. All Double Detector Checks (DDC) and Fire Department Connections (FDC)
screened behind a 4-foot-high wall. For this project, these walls shall be constructed of
poured in-place concrete with design elements incorporated to match the building.
4. Decorative paving shall be provided at each vehicle entrance to the site, behind the public
right-of-way. These decoratively paved areas shall extend from the front property line to the
building setback line and have a width equal to that of the driveway.
5. Downspouts shall not be visible from the exterior on any elevations of the building. All
downspouts shall be routed through the interior of the building walls.
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 to the Planning Director / Planning Commission:
☐X 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 revisions to the design of the project by incorporating revisions requested by
DRC COMMENTS
DESIGN REVIEW DRC2019-00742 – CP LOGISTICS VINEYARD, LLC.
December 17, 2024
Page 8
the Committee. Follow-up review by the Committee is required prior to review and action by the
Planning Director / Planning Commission.
☐Recommend denial of the design of the project as proposed by the applicant.
Staff Planner: Sean McPherson, Principal Planner/Jared Knight, Assistant Planner
Staff Coordinator: Jennifer Nakamura, Deputy Planning Director
Exhibit A - Project Plans
Exhibit B - Baker House Architectural Assessment
Master Site Plan
0-DAB-A1.0
6#$7.#6+10
1((+%+#.75'10.;
8+%+0+6;/#2
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
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A
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OF C A L I F O R
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DATE
RENEWAL
3-31-25
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
SITE
2412'46;190'4
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HPA INC.
18831 BARDEEN AVE. SUITE 100
IRVINE, CA 92612
TEL:(949)862-2107
CONTACT: CELIO COSIO
GENERAL PLAN DESIGNATION: NE0-INDUSTRIAL EMPLOYMENT DISTRICT
ZONING: NEO-INDUSTRIAL (NI)
SPECIFIC PLAN: N/A
TBD
CP LOGISTICS VINEYARD LLC
2442 DUPONT DRIVE,
IRVINE, CA 92612
TEL: 949-296-2989
CONTACT: MICHAEL SIZEMORE
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SEE CIVIL PLANS FOR FULL DESCRIPTION
PARCEL 1: 0207-271-25, PARCEL 2: 0207-271-27, PARCEL 3: 0207-271-94, PARCEL 4:
0207-271-97, PARCEL 5A: 0207-271-39, PARCEL 5B: 0207-271-40, PARCEL 6: 0207-271-89,
PARCEL 7: 0207-271-96, PARCEL 8: 0207-271-93
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Exhibit A
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OFFICIAL USE ONLY
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Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-25
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
SITE
2412'46;190'4
#&&4'551(6*'2412'46;
#55'551452#4%'.07/$'45
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HPA INC.
18831 BARDEEN AVE. SUITE 100
IRVINE, CA 92612
TEL:(949)862-2107
CONTACT: CELIO COSIO
GENERAL NEO-INDUSTRIAL EMPLOYMENT DISTRICT
ZONING: NEO-INDUSTRIAL (NI)
SPECIFIC PLAN: N/A
TBD
CP LOGISTICS VINEYARD LLC
2442 DUPONT DRIVE,
IRVINE, CA 92612
TEL:949-296-2989
CONTACT: MICHAEL SIZEMORE
.')#.&'5%4+26+10
SEE CIVIL PLANS FOR FULL DESCRIPTION
PARCEL 1: 0207-271-25, PARCEL 2: 0207-271-27, PARCEL 3: 0207-271-94,
PARCEL 4: 0207-271-97, PARCEL 5A: 0207-271-39, PARCEL 5B:
0207-271-40, PARCEL 6: 0207-271-89, PARCEL 7: 0207-271-96, PARCEL 8:
0207-271-93
5+6'2.#0-';016'5 5+6'.')'0&
Bldg 1-Floor Plan
1-DAB-A2.1
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
-';016'5Ä(.1142.#0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
I
C E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
Bldg 1 - Elevations
1-DAB-A3.1
-';016'5Ä'.'8#6+105 %1.145%*'&Ä'.'8#6+105
).#<+0).')'0&
Bldg 1 - Roof Plan
1-DAB-A4.1
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
I
C E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
Bldg 2-Site Plan
2-DAB-A1.1
6CDWNCVKQP
1((+%+#.75'10.;
8+%+0+6;/#2
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-25
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
SITE
2412'46;190'4
#&&4'551(6*'2412'46;
#55'551452#4%'.07/$'45
#22.+%#0654'24'5'06#6+8'
<10+0)
HPA INC.
18831 BARDEEN AVE. SUITE 100
IRVINE, CA 92612
TEL:(949)862-2107
CONTACT: CELIO COSIO
GENERAL PLAN DESIGNATION: NEO-INDUSTRIAL EMPLOYMENT DISTRICT
ZONING: NEO-INDUSTRIAL (NI)
SPECIFIC PLAN: N/A
TBD
CP LOGISTICS VINEYARD LLC
2442 DUPONT DRIVE,
IRVINE, CA 92612
TEL:949-296-2989
CONTACT: MICHAEL SIZEMORE
.')#.&'5%4+26+10
SEE CIVIL PLANS FOR FULL DESCRIPTION
PARCEL 1: 0207-271-25, PARCEL 2: 0207-271-27, PARCEL 3: 0207-271-94, PARCEL 4:
0207-271-97, PARCEL 5A: 0207-271-39, PARCEL 5B: 0207-271-40, PARCEL 6: 0207-271-89,
PARCEL 7: 0207-271-96, PARCEL 8: 0207-271-93
5+6'.')'0&5+6'2.#0-';016'5
Bldg 2-Floor Plan
2-DAB-A2.1
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
-';016'5Ä(.1142.#0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
I
C E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
Bldg 2-Elevations
2-DAB-A3.1
-';016'5Ä'.'8#6+105
%1.145%*'&Ä'.'8#6+105
).#<+0).')'0&
Building 2 - Roof Plan
2-DAB-A4.1
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
I
C E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
Building 3-Site Plan
3-DAB-A1.1
6#$7.#6+10
1((+%+#.75'10.;
8+%+0+6;/#2
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-25
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
SITE
2412'46;190'4
#&&4'551(6*'2412'46;
#55'551452#4%'.07/$'45
#22.+%#0654'24'5'06#6+8'
<10+0)
HPA INC.
18831 BARDEEN AVE. SUITE 100
IRVINE, CA 92612
TEL:(949)862-2107
CONTACT: CELIO COSIO
GENERAL PLAN DESIGNATION: NEO-INDUSTRIAL EMPLOYMENT DISTRICT
ZONING: NEO-INDUSTRIAL (NI)
SPECIFIC PLAN: N/A
T.B.D.
CP LOGISTICS VINEYARD LLC
2442 DUPONT AVE
IRVINE, CA 92612
TEL: 949-296-2989
CONTACT: MICHAEL SIZEMORE
.')#.&'5%4+26+10
SEE CIVIL PLANS FOR FULL DESCRIPTION
5+6'2.#0-';016'5
5+6'.')'0&
PARCEL 1: 0207-271-25, PARCEL 2: 0207-271-27, PARCEL 3: 0207-271-94, PARCEL 4:
0207-271-97, PARCEL 5A: 0207-271-39, PARCEL 5B: 0207-271-40, PARCEL 6: 0207-271-89,
PARCEL 7: 0207-271-96, PARCEL 8: 0207-271-93
Bldg 3 - Floor Plan
3-DAB-A2.1
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
-';016'5Ä(.1142.#0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-25
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
Bldg 3-Elevation
3-DAB-A3.1
-';016'5Ä'.'8#6+105
%1.145%*'&Ä'.'8#6+105
).#<+0).')'0&
Roof Plan
3-DAB-A4.1
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
I
C E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-25
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
AVG. DEPTH OF
EX-1.0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED TO ACHIEVE 25' AVERAGE DEPTH OF LANDSCAPE SETBACK:
TOTAL LANDSCAPE AREA REQUIRED TO ACHIEVE 25' AVERAGE DEPTH OF LANDSCAPE SETBACK:
TOTAL LANDSCAPE AREA PROVIDED, AS SHOWN ON PLAN ABOVE:
TOTAL AVERAGE DEPTH OF LANDSCAPE SETBACK PROVIDED:
(TOTAL LANDSCAPE AREA PROVIDED / TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED)
(TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED x 25' AVERAGE DEPTH OF LANDSCAPE REQUIRED)
13,994 S.F./328.4' = 42.61'
328.4' X 25' = 8,210 S.F.
156.83' + 31' + 31.16' + 109.41= 328.4'
TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED TO ACHIEVE 25' AVERAGE DEPTH OF LANDSCAPE SETBACK:
TOTAL LANDSCAPE AREA REQUIRED TO ACHIEVE 25' AVERAGE DEPTH OF LANDSCAPE SETBACK:
TOTAL LANDSCAPE AREA PROVIDED, AS SHOWN ON PLAN ABOVE:
TOTAL AVERAGE DEPTH OF LANDSCAPE SETBACK PROVIDED:
(TOTAL LANDSCAPE AREA PROVIDED / TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED)
(TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED x 25' AVERAGE DEPTH OF LANDSCAPE REQUIRED)
32,472 S.F./859' = 37.80'
3,220 S.F. + 29,252 S.F. = 32,472 S.F.
859' X 25' = 21,475 S.F.
73' + 786' = 859'
AVERAGE DEPTH OF LANDSCAPE ALONG BAKER AVENUE AVERAGE DEPTH OF LANDSCAPE ALONG E 9TH STREET
TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED TO ACHIEVE 35' AVERAGE DEPTH OF LANDSCAPE SETBACK:
TOTAL LANDSCAPE AREA REQUIRED TO ACHIEVE 35' AVERAGE DEPTH OF LANDSCAPE SETBACK:
TOTAL LANDSCAPE AREA PROVIDED, AS SHOWN ON PLAN ABOVE:
TOTAL AVERAGE DEPTH OF LANDSCAPE SETBACK PROVIDED:
(TOTAL LANDSCAPE AREA PROVIDED / TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED)
(TOTAL FRONTAGE (LF) OF LANDSCAPE REQUIRED x 35' AVERAGE DEPTH OF LANDSCAPE REQUIRED)
17,528 S.F./401.00' = 43.71'
8,132 S.F. + 6,521 S.F. + 2,875 S.F. = 17,528 S.F.
401.00' X 35' = 14,035 S.F.
56.83' + 142.75' + 201.42' = 401.00'
AVERAGE DEPTH OF LANDSCAPE ALONG VINEYARD AVE LANDSCAPE SETBACK
(BY STREET)
6,464 S.F. + 1,395 S.F. + 1,321 + 4,814 S.F. = 13,994 S.F.
EXISTING OVERHEAD
EX-2.0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
.')'0&
UTILITY
PROPERTY LINE
R
3
0
'
R30'
R15'
R15'
R30
'
R
3
0
'
R40'
R
4
0
'
R3
0
'
R
3
0
'
R
1
0
'
R10'
R30'
R
3
0
'
R20
'
R
2
0
'
R
4
6
'
R
2
0
'
R80'
R
8
0
'
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
EXISTING CELL
TOWER TO REMAIN
HISTORICAL
BLDG. TO
REMAIN
NET:
21,865 SF
(0.501 AC)
370'55'186'-11"10'109'-2"
67
5
'
-
3
"
61
'
-
9
"
34
'
-
1
0
"
39
'
-
1
0
"
26'26'26'26'
75'-2"
26'
56'56'-7"
35
'
18
6
'
26
'
40
'
40
'
1027'-11"109'43'-2"94'-10"
61
0
'
17
5
'
13
'
-
1
"
23
9
'
-
1
1
"
28
'
-
3
"
5'
5'
5'
-
3
"
80
'
65
'
26
'
26
'
40
'
26
'
DR
I
V
E
W
A
Y
40
'
DR
I
V
E
W
A
Y
40'
DRIVEWAY
26
'
DR
I
V
E
W
A
Y
26
'
DR
I
V
E
W
A
Y
26
'
26'
40
'
26'
40'26'
26
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
40'
40'
B
EX-3.0
25'-11"26'-2"
460'
21
4
'
R
6
6
'
R6
6
'
R
3
0
'
R29
'
-
6
"
R29
'
-
6
"
R20
'
R15'
R15'
R22
'
R
2
0
'
R1
2
'
-
4
"
R126'
R20'
R20'
R20'
FIRE ACCESS PLAN
EX-3.0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-25
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
241,'%6+0(14/#6+10%1&'#0#.;5+5
#..19#$.'#4'#%#.%7.#6+10
CODE ANALYSIS BASED ON 2022 CBC
NOTICE SIGN LOCATIONS
EX-4.0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-25
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
.#4)'016+(+%#6+105+)0
DESIGN REVIEW FOR THREE BUILDINGS
TOTALING 982,096 SQ. FT. ON 45.96 ACRES
For information Contact City of Rancho Cucamonga's Planning Department
10500 Civic Center Drive (909) 477-2750
CP LOGISTICS VINEYARD LLC
Applicant:
FILE NO.: DRC 2019-00742
Public Hearing
NOTICE OF FILING
.#4)'016+(+%#6+105+)0'.'8#6+10
SITE WALL & FENCE PLAN
EX-5.0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
5+6'2.#0-';016'5.')'0&
Setback vs. T.O.P Height
EX-6.0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
SITE SECTION
EX-7.0
-';/#2
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
SITE CIRCULATION
EX-8.0
.')'0&
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
IC E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
Line of Sight
EX-9.0
Owner:
Project:
Consultants:
Project Number:
Revision:
Date:
Drawn by:
Title:
Sheet:
18411
C.C.
12/07/20
fax: 949 863 0851
tel: 949 863 1770
email: hpa@hparchs.com
92612
irvine, ca
18831 bardeen avenue, - ste. #100
hpa, inc.
Civil:
Structural:
Mechanical:
Plumbing:
Electrical:
Landscape:
Soils Engineer:
Fire Protection:
Rancho Cucamonga, CA
9TH & VINEYARD
2442 DUPONT DRIVE
IRVINE, CA 92612
Tel: 949-296-2989
THIENES ENG.
-
-
-
GREGG ELECTRIC
HUNTER
-
-
SWC 9th St. and Vineyard Ave.
CP LOGISTICS VINEYARD LLC
M
ANGNOYL
I
C E N S E D A R CH
I
T
E
C
T
S
T
A
T
E
OF C A L I F O R
NIA
DATE
RENEWAL
3-31-23
C-29451
REVISION 1 12/07/20
REVISION 2 10/21/22
–
·
·
·
·
–
·
·
–
·
·
·
·
-';/#2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0 0.0
0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0
0.0 0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0 0.0
0.5 1.0
0.3 1.1
0.2 0.6
0.1 0.4
0.1 0.4
0.1 0.4
0.1 0.4
0.2 0.6
0.2 1.0
0.2 0.7
0.1 0.5
0.1 0.4
0.1 0.4
0.1 0.4
0.1 0.4
0.2 0.7
0.2 0.9
0.2 0.5
0.2 0.4
2.1 3.2 3.3 2.2 1.3 1.2 1.3 1.5 1.6 1.6 1.8 2.1 3.1 3.0 1.9 1.6 1.9 2.9 2.8 1.7 1.5 2.0 2.9 2.6 1.6 1.5 2.1 2.9 2.5 1.6 1.5 2.1 2.8 2.3 1.5 1.5 2.2 2.8 2.2 1.5 1.5 2.3 2.7 2.0 1.4 1.5 2.3 2.7 1.8 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.1 1.3 1.4 1.9 1.9
2.3 2.3 2.2 2.1 1.9 1.7 1.8 2.1 2.4 2.4 2.6 2.9 3.8 3.7 2.7 2.5 2.7 3.7 3.5 2.6 2.5 2.8 3.8 3.3 2.5 2.5 2.8 3.8 3.2 2.5 2.5 2.9 3.9 3.1 2.5 2.5 3.0 3.9 3.0 2.5 2.5 3.2 3.9 2.9 2.5 2.5 3.2 3.8 2.6 1.6 1.9 1.8 1.6 1.7 1.5 1.7 1.7 1.4 1.7 2.0 3.3 3.5
1.9 1.6 1.5 1.5 1.7 1.9 2.3 2.9 3.0 3.1 2.7 2.4 2.3 2.2 1.9 2.0 1.9 2.0 2.0 1.9 1.9 1.9 2.0 2.0 1.9 1.9 1.9 2.0 1.9 1.9 1.9 1.9 2.0 1.9 1.9 1.9 1.9 2.0 1.9 1.9 1.9 1.9 2.0 1.9 1.9 1.9 2.0 2.1 1.8 2.5 4.0 3.8 2.6 2.3 2.4 3.4 3.8 2.4 2.1 2.1 3.5 3.6
1.5 1.2 1.1 1.2 1.5 1.9 2.4 3.0 3.3 3.1 2.5 2.0 1.6 1.4 1.4 1.4 1.3 1.2 1.2 1.3 1.4 1.3 1.2 1.2 1.3 1.4 1.3 1.2 1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.3 1.3 1.2 1.3 1.4 1.3 1.3 1.3 1.4 1.5 1.7 2.1 2.7 2.7 2.2 1.9 2.1 2.6 2.7 2.1 1.9 1.8 2.4 2.4
1.5 1.3 1.2 1.4 1.6 2.0 2.4 3.0 3.2 2.9 2.3 1.8 1.4 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.4 1.4 1.7 1.8 1.7 1.4 1.4 1.4 1.6 1.7 1.4 1.5 1.8 2.3 1.9
1.8 1.5 1.6 1.8 1.9 2.1 2.3 2.5 2.7 2.5 2.2 1.8 1.4 1.3 1.2 1.2 1.2 1.1 1.1 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.2 1.1 1.1 1.1 1.2 1.2 1.1 1.1 1.2 1.2 1.1 1.1 1.1 1.2 1.1 1.1 1.1 1.2 1.1 1.2 1.2 1.3 1.5 1.8 1.9 2.5 2.2 2.0 1.9 1.9 2.1 2.2 1.9 1.6 1.6 1.7 2.4 2.6
1.8 1.7 1.8 1.9 2.0 2.1 2.3 2.5 2.5 2.3 2.2 2.0 1.7 1.4 1.5 1.6 1.4 1.3 1.5 1.5 1.4 1.3 1.5 1.5 1.4 1.3 1.5 1.5 1.4 1.4 1.5 1.5 1.3 1.4 1.5 1.5 1.3 1.4 1.5 1.5 1.3 1.4 1.5 1.5 1.3 1.5 1.6 1.7 1.8 2.3 2.9 3.9 3.3 2.5 2.4 3.0 3.7 3.4 2.4 1.7 1.7 2.0 3.7 3.9
1.8 1.6 1.8 1.9 2.2 2.2 2.4 2.5 2.3 2.4 2.4 2.6 2.2 2.0 2.2 2.3 2.0 1.9 2.2 2.3 2.0 1.9 2.2 2.3 2.0 1.9 2.3 2.3 1.9 2.0 2.3 2.3 1.9 2.0 2.3 2.2 1.9 2.0 2.3 2.2 1.9 2.0 2.4 2.1 1.9 2.1 2.4 2.2 2.1 2.5 2.0 3.8 2.6 1.7 1.7 1.9 3.0 3.4
1.8 1.6 1.7 1.9 2.3 2.7 3.4 3.5 2.7 2.7 3.2 4.0 3.1 2.7 3.1 3.6 2.8 2.6 3.2 3.6 2.8 2.6 3.2 3.5 2.7 2.6 3.3 3.4 2.7 2.7 3.4 3.3 2.6 2.7 3.5 3.2 2.6 2.8 3.6 3.1 2.6 2.9 3.6 3.1 2.6 2.9 3.6 2.9 2.5 2.8 3.2 3.9 2.8 1.9 1.7 1.7 2.1 2.0
1.7 1.7 1.7 1.8 2.2 2.5 3.1 2.5 1.9 1.9 1.9 2.0 1.6
1.7 1.6 1.5 1.5 1.8 1.9 2.8 2.3 1.9 1.9 1.8 2.2 2.2
1.4 1.5 1.6 1.6 2.6 2.8 3.4 2.5 1.8 1.8 2.0 3.3 3.6
1.4 1.4 1.6 1.8 3.3 3.3 3.8 2.7 1.7 1.6 2.0 3.4 3.6
1.4 1.3 1.5 1.8 2.6 2.8 2.6 2.0 1.6 1.7 1.7 2.2 2.3
1.4 1.4 1.6 1.8 2.5 2.7 1.9 1.9 1.7 1.8 1.9 2.0 1.6
1.4 1.5 1.7 1.9 3.2 3.3 2.0 1.8 1.6 1.7 1.8 2.1 2.0
1.4 1.5 1.7 1.9 3.4 3.4 2.7 2.0 1.5 1.6 1.8 2.7 3.3
1.4 1.4 1.6 1.8 2.6 2.8 3.7 2.5 1.5 1.5 2.0 3.5 4.0
1.4 1.4 1.5 1.8 2.6 2.7 2.8 2.0 1.5 1.8 1.9 2.4 2.7
1.3 1.4 1.6 1.9 3.3 3.3 2.0 1.8 1.6 1.9 2.1 2.2 1.7
1.2 1.6 1.9 2.1 3.3 3.3 1.9 1.8 1.6 1.7 1.9 2.1 1.6
1.1 2.1 2.4 2.1 2.6 2.7 2.5 1.9 1.4 1.5 1.6 2.1 2.3
2.8 2.6 2.2 2.7 2.8 3.6 2.5 1.4 1.3 1.6 2.2 2.9
3.5 2.7 2.2 3.4 3.4 3.1 2.2 1.4 1.4 1.5 1.8 1.9
2.5 2.4 2.2 3.2 3.3 2.1 1.8 1.4 1.4 1.5 1.5
1.6 2.2 2.0 2.6 2.7 2.0 1.8 1.4 1.4 1.3 1.0
1.1 1.7 1.9 2.7 2.8 2.4 1.9 1.3
1.0 1.6 2.0 3.5 3.5 3.4 2.6 1.4
1.3 1.9 2.1 3.1 3.2 3.6 2.6 1.4
2.1 2.3 2.1 2.6 2.7 4.0 2.3
3.2 2.6 2.2 2.7 2.9 3.6 3.6 1.7
3.1 2.6 2.2 3.6 3.5 2.1 2.7 1.9
2.1 2.4 2.2 3.0 3.2 2.9 2.7 1.7
1.3 1.9 2.0 2.5 2.6 2.4 4.0 2.1
1.1 1.7 1.9 2.7 2.9 2.4 2.4 1.1
1.1 1.9 2.3 3.3 3.3 3.0 2.4 1.4
1.5 2.3 2.2 3.1 2.5 3.5 3.6 1.7
2.5 2.4 2.1 2.6 1.4 1.7 2.9 2.0
3.4 2.5 2.2 2.7 3.9 2.7 2.1 1.0
2.3 2.2 1.9 2.4 3.5 3.9 2.8 1.2
1.3 1.8 1.7 2.1 3.0 2.0 2.3 2.5 2.7 3.2 3.8 3.0 2.6 3.1 3.7 2.9 2.6 3.2 3.7 2.8 2.6 3.3 3.6 2.8 2.7 3.4 3.5 2.7 2.7 3.5 3.4 2.7 2.8 3.6 3.3 2.6 2.8 3.7 3.2 2.6 2.9 3.7 3.1 2.5 2.7 3.2 2.2 2.8 3.3 1.8
1.0 1.4 1.5 2.1 2.8 3.4 3.3 3.3 2.7 2.5 2.5 2.2 2.0 2.2 2.3 2.1 1.9 2.2 2.3 2.0 1.9 2.2 2.3 2.0 2.0 2.2 2.3 2.0 2.0 2.3 2.2 2.0 2.0 2.3 2.2 1.9 2.0 2.3 2.2 1.9 2.1 2.3 2.1 1.8 1.9 1.9 1.8 1.8 1.7
1.2 1.5 1.4 1.9 2.7 3.4 3.5 3.4 2.7 2.2 2.0 1.7 1.5 1.7 1.7 1.6 1.5 1.6 1.7 1.5 1.5 1.6 1.7 1.5 1.5 1.7 1.7 1.5 1.5 1.7 1.7 1.5 1.6 1.7 1.7 1.5 1.6 1.7 1.7 1.5 1.6 1.8 1.7 1.4 1.5 1.5 1.3 1.2
1.6 2.2 2.1 1.9 2.4 3.1 3.2 3.1 2.4 2.0 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.7 1.8 1.7 1.7 1.7 1.5 1.3 1.0
1.4 2.3 4.0 2.3 2.2 2.2 2.3 2.3 2.0 1.8 1.6 1.5 1.4 1.4 1.3 1.3 1.3 1.4 1.4 1.4 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.7 2.0 2.0 2.0 1.9 1.7 1.3
1.2 2.1 3.9 2.5 1.8 1.8 1.7 1.7 1.7 1.8 1.8 1.7 1.5 1.5 1.6 1.7 1.7 1.6 1.5 1.4 1.5 1.7 1.7 1.7 1.6 1.5 1.6 1.7 1.8 1.8 1.8 1.7 1.8 1.8 1.9 1.8 1.8 1.8 1.6 1.9 2.5 3.3 2.7 1.8
1.9 2.8 2.5 1.3 1.5 1.7 1.9 2.1 2.3 2.3 2.1 1.9 1.9 2.0 2.2 2.3 2.0 1.9 1.8 1.9 2.2 2.3 2.2 2.0 1.9 2.0 2.2 2.4 2.4 2.2 2.2 2.2 2.4 2.5 2.4 2.4 2.4 1.9 1.3 1.4 2.1 1.6
1.7 2.8 2.9 2.2 1.6 1.6 1.8 2.2 2.7 3.2 3.1 2.6 2.3 2.3 2.6 3.1 3.1 2.7 2.3 2.1 2.4 3.0 3.2 3.0 2.4 2.3 2.4 2.9 3.2 3.2 2.8 2.6 2.7 3.2 3.2 3.1 2.8 2.7 2.6
2.1 2.7 4.0 2.2 1.9 1.9 2.4 3.0 3.3 3.2 2.8 2.4 2.4 2.8 3.2 3.3 2.9 2.4 2.2 2.5 3.1 3.4 3.2 2.6 2.3 2.5 3.1 3.3 3.3 2.9 2.8 2.8 3.3 3.3 3.2 2.9 2.9 4.0
1.4 2.2 3.9 3.7 2.3 2.2 2.0 2.2 2.6 3.0 3.0 2.5 2.2 2.2 2.5 3.0 3.0 2.6 2.2 2.1 2.3 2.8 3.0 2.8 2.3 2.2 2.3 2.7 3.1 3.0 2.6 2.5 2.5 2.9 2.9 2.7 2.6 2.7 3.9
1.8 2.6 3.2 2.3 2.0 1.8 1.9 1.9 2.0 2.0 1.8 1.7 1.8 1.9 2.1 2.1 1.9 1.7 1.7 1.8 1.9 2.0 1.9 1.8 1.7 1.8 1.9 2.0 2.0 2.0 1.9 1.9 1.9 1.9 2.0 2.1 2.3 2.4
1.2 2.0 2.2 1.4 1.4 1.4 1.3 1.2 1.2 1.3 1.4 1.4 1.3 1.2 1.1 1.2 1.3 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.4 1.7 1.7 1.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
49 DOCK DOORS
45 DOCK DOORS
EXISTING CELL
E . 9 t h S T R E E T
TOWER TO REMAIN
V
I
N
E
Y
A
R
D
A
V
E
N
U
E
S
A
N
B
E
R
N
A
R
D
I
N
O
C
O
U
N
T
Y
EV
CHARGING
ONLY
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
CL
E
A
N
A
I
R
VA
N
3O
O
L
E
V
EV
CHARGING
ONLY
CL
E
A
N
A
I
R
VA
N
3O
O
L
E
V
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
VA
N
CLEAN AIR
VAN
3OOLEV3L
2
H
S
3L
2
5
A
3L2
A
3L2
A
3L24
A
3L24
A
3L24
A
3L24
A
3L
2
4
A
3L
2
4
A
3L
4
4
H
S
WL24
WL24
WL24
WL24
WL24
WL1
2
WL1
2
WL1
2
WL
2
4
WL24
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
3L25
WL
2
4
WL
2
4
WL
2
4
WL
2
4
WL
2
4
WL
2
4
WL
2
4
WL
2
4
WL
2
4
WL24
A
WL24
A
WL24
A
WL24
A
WL24
A
WL24
A
WL24
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL
2
4
A
WL1
2
3L
2
A
3L
5
[
2
A3L
5
[
2
A3L
5
[
2
A3L
5
[
2
A3L
5
[
2
A
3L
2
A
3L
2
A
3L
5
[
2
A
3L
5
[
2
A
3L
4
4
H
S
3L
4
4
H
S
3L
4
4
H
S
3L
4
4
H
S
3L
4
4
H
S
3L
4
4
H
S
3L
4
4
H
S
3L1HS
3L1HS
3L1HS
49 DOCK DOORS
45 DOCK DOORS
E . 9 t h S T R E E T
B
A
K
E
R
A
V
E
N
U
E
V
I
N
E
Y
A
R
D
A
V
E
N
U
E
S
A
N
B
E
R
N
A
R
D
I
N
O
C
O
U
N
T
Y
F
L
O
O
D
C
O
N
T
R
O
L
C
H
A
N
N
E
L
28
D
O
C
K
D
O
O
R
S
12 DOCK DOORS
E . 9 t h S T R E E TE . 9 t h S T R E E T
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min
8th St Illuminance Fc 0.00 0.0 0.0 N.A.
9th St Illuminance Fc 0.00 0.1 0.0 N.A.
Baker Street Illuminance Fc 0.00 0.0 0.0 N.A.
NEFloodChannel Illuminance Fc 0.00 0.0 0.0 N.A.
NeighborsNW Illuminance Fc 0.05 1.1 0.0 N.A.
Site Illuminance Fc 2.12 4.0 0.9 2.36
Vineyard Illuminance Fc 0.00 0.0 0.0 N.A.
BUG RATINGDESCRI3TIONSYMBOL COM3LIES WITH
CAL GREEN 5.1.8
FIXTURE LEGEND
B1UOG23L1HS YES
TY3E RSX2LED315KRHS LED CUTOFF WHOUSE SIDE SHIELD ON 22
S4UARE
STEEL 3OLE ON 2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON
4
HIGH CONC BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
B2UOG23L14 YES
TY3E 4 RSX2LED315KR4 LED CUTOFF ON 22
S4UARE STEEL 3OLE ON 2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON 4
HIGH CONC BASE
IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
BUOG3L2YES
TY3E RSX2LED325KR LED CUTOFF ON 22
S4UARE STEEL 3OLE ON 2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON 4
HIGH CONC
BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
B1UOG23L2HS YES
TY3E RSX2LED325KRHS LED CUTOFF WHOUSE SIDE SHIELD ON 22
S4UARE
STEEL 3OLE ON 2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON 4
HIGH CONC BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
B2UOG3L24 YES
TY3E 4 RSX2LED325KR4 LED CUTOFF ON 22
S4UARE STEEL 3OLE ON 2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON 4
HIGH CONC
BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
B5UOG3L25 YES
TY3E 5 RSX2LED325KR5 LED CUTOFF ON 22
S4UARE STEEL 3OLE ON
2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON 4
HIGH
CONC BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
B5UOG3L5 YES
TY3E 5 RSX2LED35KR5 LED CUTOFF ON 22
S4UARE STEEL 3OLE ON 2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON 4
HIGH CONC
BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
B1UOG3L44HS YES
TY3E 4 RSX2LED345KR4HS LED CUTOFF WHOUSE SIDE SHIELD ON 22
S4UARE
STEEL 3OLE ON 2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON
4
HIGH CONC BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
BUOGTY3E RSX2LED325KR LED
CUTOFF AT
AFF
WL2
B2UOGTY3E 4 RSX2LED325KR4 LED
CUTOFF AT
AFF
WL24
B2UOG2TY3E RSX2LED315KR LED
CUTOFF AT
AFF
WL1
B5UOGYES
TWIN TY3E 5 RSX2LED325KR5 LED CUTOFF ON 22
S4UARE STEEL 3OLE ON
2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON 4
HIGH
CONC BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
B5UOGYES
TWIN TY3E 5 RSX2LED35KR5 LED CUTOFF ON 22
S4UARE STEEL 3OLE
ON 2
HIGH CONC BASE IN AUTO 3ARKING 21
S4UARE STEEL 3OLE ON 4
HIGH CONC BASE IN TRUCK YARD AND NO U3TILT
25
MAX OVERALL HEIGHT
3L25[2
3L5[2
YES
YES
YES
SEE ARCHITECTURAL 3LANS FOR ACTUAL 3OLE BASE HEIGHTS
B2UOG1TY3E 2 RSX2LED315KR2 LED
CUTOFF AT
AFF
WL12 YES
CAL GREEN BUG TABLE
TITLE
3LAN
SITE LIGHTING
1ESL1
1 5
SHEET
ThHVH GUDZLQJV PXVt QRt
EH XVHG IRU FRQVtUXFtLRQ
XQtLO DSSURYHG E\ GUHJJ
EOHFtULF. ThHVH GUDZLQJV
DUH thH H[FOXVLYH
SURSHUt\ RI GUHJJ
EOHFtULF. ItV DFFHStDQFH
FRQVtLtXtHV DQ DJUHHPHQt
thDt Lt VhDOO EH tUHDtHG DV
D VtULFtO\ FRQILGHQtLDO
GRFXPHQt DQG LV tR EH
UHtXUQHG XSRQ UHTXHVt
DQG LV QRt tR EH
FRPPXQLFDtHG GLVFORVHG
RU FRSLHG H[FHSt DV
H[SUHVVO\ DXthRUL]HG LQ
ZULtLQJ E\ GUHJJ EOHFtULF.
-OB NO
DRAWN BY
DATE
SCALE
REVISION
4252
A 4252
B
C
D
E
F
G
H
-
K
DATE
8 W. EM3ORIA ST.
LLF NR. 2142
ENGINEERS
CONTRACTORS
ONTARIO CA 912
99 98194
E
S L EC T R I C A L
R
E
GI
STER E
D 3 R O F E S S IONAL
E
N
G
I
N
E
E
R
GL E N N D.TASS
O
N
TA
TE OF C A L I F O R NIA
NO. E154
E[S. 21
3RO-ECT
BAKER 9TH ST.
RANCHO CUCAMONGACA
9TH VINEYARD
BUILDING 1
BY
BB
BB
3RELIM REVISED
GRA3HIC SCALE
SCALE 1 5
SRXUFHAXtRGHVN5285
25525
5
5
1
12.5.5
SCALE 1 5
SITE LIGHTING 3LAN
SCALE N.T.S.
KEY 3LAN
SCO3E OF WORK
SITE LIGHTING STATISTICS
SCALE NTS
LIGHT 3OLE DETAIL
4
HIGH IN TRK A3RON
LED CUTOFF FIXTURE
LITHONIA RSX2
25
M
A
X
H
T
.
O
V
E
R
A
L
L
HANDHOLE AT 1
S4UARE STEEL 3OLE
SEE STRUCTURAL DRAWINGS
FOR CONCRETE REBAR ETC...
INFORMATION
2
HIGH IN AUTO 3ARKING
21
3
O
L
E
I
N
TR
U
C
K
A3
R
O
N
.
.
.
2
2
IN
A
U
T
O
3A
R
K
I
N
G
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.9 0.7 0.5 0.1 0.1 0.3 0.3 0.3 0.2 0.1 0.2 0.3 0.3 0.2 0.1 0.2 0.3 0.3 0.2 0.1 0.2 0.2 0.2 0.2 0.1 0.3 0.5 0.5 1.0
0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 1.1
0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6
0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4
0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4
0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4
0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4
0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6
0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.0
0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7
0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5
0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4
0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4
0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4
0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4
0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4
0.0
1.2 1.1 1.2 1.2 1.2 1.2 1.1 1.1 1.3 1.6 1.9 2.0 1.9 1.9 1.9 2.1 2.0 1.9 1.9 1.9 2.0 1.9 1.5 1.2 1.0 1.0 1.1 1.2 1.4 2.1
1.9 1.6 1.7 1.7 1.9 1.9 1.6 1.6 1.8 2.3 3.1 3.2 2.6 2.6 2.7 3.3 3.2 2.6 2.6 2.7 3.2 3.1 2.2 1.7 1.4 1.4 1.8 2.0 2.1 2.3
2.2 2.0 2.1 2.3 2.5 2.5 2.1 1.9 2.1 2.8 3.5 3.6 3.1 3.0 3.3 3.7 3.7 3.1 3.0 3.2 3.6 3.5 2.8 2.2 1.9 2.0 2.3 2.4 2.2 1.9
2.2 2.0 2.3 2.6 2.9 2.8 2.3 2.1 2.2 2.6 3.4 3.5 3.0 2.9 3.1 3.7 3.7 3.0 2.9 3.1 3.6 3.5 2.8 2.4 2.3 2.4 2.5 2.5 1.9 1.5
1.8 2.0 2.2 2.4 2.6 2.4 2.0 2.1 2.1 2.2 2.5 2.7 2.6 2.6 2.7 2.8 2.8 2.6 2.7 2.6 2.7 2.7 2.6 2.4 2.5 2.5 2.1 2.4 2.0 1.5
1.7 1.9 2.3 2.8 3.4 2.8 2.0 2.0 1.9 2.0 2.2 2.2 2.3 2.3 2.3 2.3 2.4 2.3 2.3 2.3 2.3 2.4 2.5 2.6 3.3 3.5 2.4 2.8 2.2 1.8
1.8 1.8 2.4 3.2 3.6 3.0 1.9 1.2 1.7 1.8 1.9 1.8 2.0 2.1 2.0 1.9 2.1 2.2 2.0 1.9 2.0 2.0 2.0 2.4 2.7 3.1 2.3 3.1 2.2 1.8
2.3 1.2 1.5 1.4 1.5 2.2 2.2 2.1 2.4 2.7 2.4 2.2 2.4 2.7 2.3 2.1 2.3 2.2 1.5 1.0 3.3 2.1 1.8
3.5 1.4 1.5 2.2 2.1 3.3 2.9 2.6 3.0 3.8 3.1 2.7 3.1 3.7 3.0 2.6 3.0 3.2 2.0 1.2 3.7 2.3 1.8
4.0 1.6 1.6 2.0 2.4 1.9 1.7
3.1 1.4 1.5 1.4 2.0 1.9 1.7
2.8 1.5 1.6 1.2 2.1 1.7 1.4
3.1 1.4 1.5 1.4 3.0 1.9 1.4
3.5 1.6 1.6 2.1 3.8 2.2 1.4
2.9 1.3 1.5 2.1 2.5 1.7 1.4
2.5 1.2 1.4 1.4 1.9 1.7 1.4
2.9 1.5 1.6 1.2 2.0 1.7 1.4
3.5 1.6 1.6 1.3 2.6 1.8 1.4
3.0 1.3 1.4 1.9 3.7 2.2 1.4
2.5 1.0 1.2 2.1 2.5 1.8 1.3
2.9 1.2 1.7 2.8 3.3 3.6 2.0 1.3 1.5 3.0 3.8 2.3 1.3 1.4 2.6 3.8 2.7 1.4 1.3 2.2 3.8 3.1 1.6 1.3 1.9 3.9 3.9 3.1 1.9 1.2
3.8 1.5 1.7 2.0 1.9 2.1 1.5 1.3 1.4 1.9 2.1 1.6 1.3 1.3 1.7 2.1 1.8 1.3 1.3 1.6 2.1 1.9 1.4 1.3 1.5 2.0 1.9 2.0 1.5 1.1
3.7
2.5
1.9
2.3
3.2
2.7
1.6
1.2
1.2
1.3
1.3
1.3
1.0
12 DOCK DOORS
10
'
T
R
U
C
K
O
V
E
R
H
A
N
G
CLEAN AIR
VAN
3OOLEV
CLEAN AIR
VAN
3OOLEV
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
V
A
N
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
CL
E
A
N
A
I
R
VA
N
3O
O
L
E
V
EV
CH
A
R
G
I
N
G
ON
L
Y
CL
E
A
N
A
I
R
VA
N
3O
O
L
E
V
:L24
:L
1
2
:L
1
2
:L
1
2
:L
1
2
:L
1
2
:L2
A
:L2
A
:L2
A
:L
2
4
A
3L25
3L
2
5
[
2
A3L
2
5
[
2
A3L
2
5
[
2
A
:L
2
4
A
:L
2
4
A
:L
2
4
A
:L
2
4
A
:L
2
4
A
:L24
:L24
3L
5
49 DOCK DOORS
45 DOCK DOORS
E . 9 t h S T R E E T
B
A
K
E
R
A
V
E
N
U
E
V
I
N
E
Y
A
R
D
A
V
E
N
U
E
S
A
N
B
E
R
N
A
R
D
I
N
O
C
O
U
N
T
Y
F
L
O
O
D
C
O
N
T
R
O
L
C
H
A
N
N
E
L
28
D
O
C
K
D
O
O
R
S
12 DOCK DOORS
E . 9 t h S T R E E TE . 9 t h S T R E E T
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
8th St Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
9th St Illuminance Fc 0.00 0.1 0.0 N.A.N.A.
Baker Street Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
NEFloodChannel Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
NeighborsNW Illuminance Fc 0.05 1.1 0.0 N.A.N.A.
Site Illuminance Fc 2.12 4.0 0.9 2.36 4.44
Vineyard Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
BUG RATINGDESCRI3TIONSY0BOL CO03LIES :ITH
CAL GREEN 5.10.8
FI;TURE LEGEND
B1UOG23L1HS YES
TY3E RS;2LED3150KRHS LED CUTOFF :HOUSE SIDE SHIELD ON 22' S4UARE
STEEL 3OLE ON 2' HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON
4' HIGH CONC BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
B2UOG23L14 YES
TY3E 4 RS;2LED3150KR4 LED CUTOFF ON 22' S4UARE STEEL 3OLE ON 2'
HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON 4' HIGH CONC BASE
IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
BUOG3L2YES
TY3E RS;2LED3250KR LED CUTOFF ON 22' S4UARE STEEL 3OLE ON 2'
HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON 4' HIGH CONC
BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
B1UOG23L2HS YES
TY3E RS;2LED3250KRHS LED CUTOFF :HOUSE SIDE SHIELD ON 22' S4UARE
STEEL 3OLE ON 2' HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON 4'
HIGH CONC BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
B2UOG3L24 YES
TY3E 4 RS;2LED3250KR4 LED CUTOFF ON 22' S4UARE STEEL 3OLE ON 2'
HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON 4' HIGH CONC
BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
B5UOG3L25 YES
TY3E 5 RS;2LED3250KR5 LED CUTOFF ON 22' S4UARE STEEL 3OLE ON
2' HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON 4' HIGH
CONC BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
B5UOG3L5 YES
TY3E 5 RS;2LED350KR5 LED CUTOFF ON 22' S4UARE STEEL 3OLE ON 2'
HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON 4' HIGH CONC
BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
B1UOG3L44HS YES
TY3E 4 RS;2LED3450KR4HS LED CUTOFF :HOUSE SIDE SHIELD ON 22' S4UARE
STEEL 3OLE ON 2' HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON
4' HIGH CONC BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
BUOGTY3E RS;2LED3250KR LED
CUTOFF AT 0' AFF
:L2
B2UOGTY3E 4 RS;2LED3250KR4 LED
CUTOFF AT 0' AFF
:L24
B2UOG2TY3E RS;2LED3150KR LED
CUTOFF AT 0' AFF
:L1
B5UOGYES
T:IN TY3E 5 RS;2LED3250KR5 LED CUTOFF ON 22' S4UARE STEEL 3OLE ON
2' HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON 4' HIGH
CONC BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
B5UOGYES
T:IN TY3E 5 RS;2LED350KR5 LED CUTOFF ON 22' S4UARE STEEL 3OLE
ON 2' HIGH CONC BASE IN AUTO 3ARKING 21' S4UARE STEEL 3OLE ON 4'
HIGH CONC BASE IN TRUCK YARD AND NO U3TILT
25' 0A; OVERALL HEIGHT
3L25[2
3L5[2
YES
YES
YES
SEE ARCHITECTURAL 3LANS FOR ACTUAL 3OLE BASE HEIGHTS
B2UOG1TY3E 2 RS;2LED3150KR2 LED
CUTOFF AT 0' AFF
:L12 YES
CAL GREEN BUG TABLE
TITLE
3LAN
SITE LIGHTING
2ESL1
1 50'0
SHEET
ThHVH GUDZLQJV PXVt QRt
EH XVHG IRU FRQVtUXFtLRQ
XQtLO DSSURYHG E\ GUHJJ
EOHFtULF. ThHVH GUDZLQJV
DUH thH H[FOXVLYH
SURSHUt\ RI GUHJJ
EOHFtULF. ItV DFFHStDQFH
FRQVtLtXtHV DQ DJUHHPHQt
thDt Lt VhDOO EH tUHDtHG DV
D VtULFtO\ FRQILGHQtLDO
GRFXPHQt DQG LV tR EH
UHtXUQHG XSRQ UHTXHVt
DQG LV QRt tR EH
FRPPXQLFDtHG GLVFORVHG
RU FRSLHG H[FHSt DV
H[SUHVVO\ DXthRUL]HG LQ
ZULtLQJ E\ GUHJJ EOHFtULF.
-OB NO
DRA:N BY
DATE
SCALE
REVISION
4252
A
B
C
D
E
F
G
H
-
K
DATE
08 :. E03ORIA ST.
LLF NR. 201042
ENGINEERS
CONTRACTORS
ONTARIO CA 912
909 98194
E
S L EC T R I C A L
R
E
GI
STER E
D 3 R O F E S S IONAL
E
N
G
I
N
E
E
R
GL E N N D.TASS
O
N
TA
TE OF C A L I F O R NIA
NO. E1540
E[S. 0021
3RO-ECT
BAKER 9TH ST.
RANCHO CUCA0ONGACA
9TH VINEYARD
BUILDING 2
BY
BB
4252BB3RELI0 REVISED
GRA3HIC SCALE
SCALE 1 50'0
SRXUFHAXtRGHVN5285
0
2550 25
50
5
100
12.5.5
SCALE N.T.S.
KEY 3LAN
SCO3E OF :ORK
SCALE 1 50'0
SITE LIGHTING 3LAN
SITE LIGHTING STATISTICS
SCALE NTS
LIGHT 3OLE DETAIL
4'0 HIGH IN TRK A3RON
LED CUTOFF FI;TURE
LITHONIA RS;2
25
'
0
A
;
H
T
.
O
V
E
R
A
L
L
HANDHOLE AT 10'
S4UARE STEEL 3OLE
SEE STRUCTURAL DRA:INGS
FOR CONCRETE REBAR ETC...
INFOR0ATION
2' HIGH IN AUTO 3ARKING
21
'
3
O
L
E
I
N
TR
U
C
K
A3
R
O
N
.
.
.
2
2
'
IN
A
U
T
O
3A
R
K
I
N
G
BUG RATINGDESCRI3TIONSY0BOL CO03LIES :ITH
TITLE 24 10.2 E =ONAL LU0ENS CO03LIES :ITH
CAL GREEN 5.10.8
FI;TURE LEGEND
YESBUOGYES 150Z THEREFORE NALED TY3E RS;2LED3250KR LED CUTOFF AT 0'
AFF :ITH NO U3LTILT
YESBUOGYES 150Z THEREFORE NALED TY3E 4 RS;2LED350KR4 LED CUTOFF AT 0'
AFF :ITH NO U3LTILT
:L2
:L4
YESB1UOG3L24[2 YES 150Z THEREFORE NA
T:INLED TY3E 4 RS;2LED3250KR4 CUTOFF ON 21' S4UARE
STEEL 3OLE ON 4' HIGH CONC BASE IN TRUCK YARD 22' S4UARE
STEEL 3OLE ON A 2' HIGH CONC BASE IN AUTO 3ARKING
YESB2UOGYES 150Z THEREFORE NALED TY3E 4 RS;2LED3250KR4 LED CUTOFF AT 0'
AFF :ITH NO U3LTILT
:L24
YESB2UOG23L14 YES 150Z THEREFORE NA
LED TY3E 4 RS;2LED3150KR4 CUTOFF ON 21' S4UARE STEEL
3OLE ON 4' HIGH CONC BASE IN TRUCK YARD 22' S4UARE
STEEL 3OLE ON A 2' HIGH CONC BASE IN AUTO 3ARKING
YESB2UOG3L24 YES 150Z THEREFORE NA
LED TY3E 4 RS;2LED3250KR4 CUTOFF ON 21' S4UARE STEEL
3OLE ON 4' HIGH CONC BASE IN TRUCK YARD 22' S4UARE STEEL
3OLE ON A 2' HIGH CONC BASE IN AUTO 3ARKING
YESB2UOG2 YES 150Z THEREFORE NALED TY3E RS;2LED3150KR LED CUTOFF AT 0'
AFF :ITH NO U3LTILT
:L1
YESBUOGYESLED TY3E 4 RS;2LED3450KR4 LED CUTOFF AT 0'
AFF :ITH NO U3LTILT
FH 0.4 FVH 182.
BH 1450.5 BVH 125.8 UH 0
:L44
YESB1UOG23L1YES 150Z THEREFORE NA
LED TY3E RS;2LED3150KR CUTOFF ON 21' S4UARE STEEL
3OLE ON 4' HIGH CONC BASE IN TRUCK YARD 22' S4UARE STEEL
3OLE ON A 2' HIGH CONC BASE IN AUTO 3ARKING
YESB2UOG23L15 YES 150Z THEREFORE NA
LED TY3E 5 RS;2LED3150KR5 CUTOFF ON 21' S4UARE STEEL
3OLE ON 4' HIGH CONC BASE IN TRUCK YARD 22' S4UARE
STEEL 3OLE ON A 2' HIGH CONC BASE IN AUTO 3ARKING
YESB2UOG23L15[2 YES 150Z THEREFORE NA
T:INLED TY3E 5 RS;2LED3150KR5 CUTOFF ON 21' S4UARE
STEEL 3OLE ON 4' HIGH CONC BASE IN TRUCK YARD 22'
S4UARE STEEL 3OLE ON A 2' HIGH CONC BASE IN AUTO 3ARKING
YESB2UOG3L2YES 150Z THEREFORE NA
LED TY3E RS;2LED3250KR CUTOFF ON 21' S4UARE STEEL
3OLE ON 4' HIGH CONC BASE IN TRUCK YARD 22' S4UARE STEEL
3OLE ON A 2' HIGH CONC BASE IN AUTO 3ARKING
YESB2UOG3L25 YES 150Z THEREFORE NA
LED TY3E 5 RS;2LED3250KR5 CUTOFF ON 21' S4UARE STEEL
3OLE ON 4' HIGH CONC BASE IN TRUCK YARD 22' S4UARE
STEEL 3OLE ON A 2' HIGH CONC BASE IN AUTO 3ARKING
BUG RATINGDESCRI3TIONSY0BOL CO03LIES :ITH
TITLE 24 10.2 E =ONAL LU0ENS CO03LIES :ITH
CAL GREEN 5.10.8
SEE ARCHITECTURAL 3LANS FOR ACTUAL 3OLE BASE HEIGHTS 25' 0A; LU0INAIRE HEIGHT
RSX2-WL1-2RSX2-WL1-2RSX2-WL1-2RSX2-WL1-2
RSX2-WL2-4
RSX2-WL2-3
RSX2-PL3-5
RSX2-PL2-4
RSX2-PL2-4
RSX2-PL3-5x2
RSX2-PL2-3
RSX2-WL2-3
RSX2-WL2-3
RSX2-WL2-3
RSX2-WL2-3
RSX2-WL2-3
RSX2-WL2-3
RSX2-PL1-4
RSX2-PL1-4
RSX2-PL2-4
RSX2-WL2-4
RSX2-WL2-4
RSX2-WL2-4
RSX2-WL2-4
RSX2-WL2-4
RSX2-PL4-4HS
RSX2-PL4-4HS
RSX2-PL3-5x2
RSX2-PL2-4
RSX2-WL2-4
RSX2-WL1-2 RSX2-WL1-2 RSX2-WL1-2 RSX2-WL1-2 RSX2-WL1-2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.5 2.5 3.9 3.2 2.0 1.4 1.6 2.3 3.1 2.2 1.4 1.3 1.8 2.9 2.6 1.6 1.3 1.6 2.7 3.1 1.9 1.3 1.4 2.1 3.1 2.2 1.4 1.0 1.0 1.1 1.1 1.2 1.2
1.1 1.8 2.1 2.3 2.2 2.0 1.7 1.6 2.7 3.9 2.6 1.3 1.1 1.8 3.7 3.3 1.6 1.1 1.5 3.1 3.6 1.9 1.1 1.2 2.4 3.8 2.6 1.5 1.3 1.5 1.5 1.7 1.9 1.9
1.2 1.8 2.0 2.1 2.0 1.7 1.3 1.5 1.7 1.7 2.1 2.2 2.2
1.3 1.7 2.1 2.2 2.0 1.6 1.1 2.1 1.8 1.8 1.9 2.1 2.2
1.4 2.0 2.8 2.9 2.5 1.8 1.2 2.9 1.9 1.7 1.5 1.6 1.8
1.6 2.4 3.1 3.3 3.0 2.0 1.4 2.5 1.8 1.6 1.5 1.4 1.7
1.7 2.4 3.3 3.5 3.2 2.2 1.9 1.8 1.6 1.5 1.5 1.8
1.6 2.3 3.0 3.3 3.0 2.3 1.4 1.6 1.6 1.4 1.8 2.3
0.9 1.5 2.1 2.9 3.3 3.1 2.6 1.9 1.3 1.1 1.1 1.3 1.4 1.5 2.6 3.5
1.5 2.3 3.8 3.9 3.3 3.0 3.1 2.0 1.3 1.1 1.1 1.3 1.7 3.0 4.0
3.0 3.4 2.9 2.1 1.4 1.2 1.2 1.4 1.7 2.5 3.1
2.2 3.3 2.5 1.9 1.3 1.3 1.3 1.5 1.8 2.5 2.8
2.4 3.0 2.8 2.1 1.5 1.3 1.3 1.5 1.8 3.0 3.1
2.5 3.0 3.6 2.5 1.6 1.3 1.2 1.5 1.9 3.9 3.5
2.3 3.2 3.1 2.3 1.5 1.3 1.3 1.5 1.8 2.9 2.9
2.3 3.4 2.6 2.0 1.4 1.3 1.4 1.5 1.9 2.7 2.5
2.4 3.0 3.0 2.2 1.5 1.3 1.3 1.5 1.9 2.9 2.9
2.5 3.0 3.7 2.5 1.6 1.3 1.2 1.5 2.0 4.0 3.5
2.3 3.3 3.0 2.2 1.5 1.3 1.2 1.5 1.9 3.1 3.0
2.3 3.3 2.6 2.0 1.4 1.2 1.2 1.4 1.9 2.6 2.5
2.4 3.0 3.0 2.2 1.5 1.3 1.2 1.4 1.9 2.7 2.9
2.4 3.0 3.7 2.5 1.6 1.3 1.1 1.2 1.9 3.2 3.8
2.3 3.3 3.0 2.2 1.5 1.2 1.0 1.2 1.9 3.2 3.7
2.3 3.2 2.6 2.0 1.4 1.2 1.0 1.3 1.8 2.6 2.5
2.4 3.0 3.1 2.3 1.5 1.2 1.1 1.4 2.0 2.6 1.9
2.4 3.0 3.6 2.5 1.6 1.2 1.1 1.3 2.0 3.0 2.3
2.2 3.4 2.9 2.2 1.5 1.2 1.1 1.3 2.2 4.0 3.2
2.3 3.2 2.6 2.0 1.4 1.3 1.1 1.3 2.0 3.3 2.7
2.4 3.0 3.1 2.3 1.6 1.4 1.3 1.4 1.8 2.3 1.6
2.4 3.0 3.3 2.3 1.8 1.7 1.7 1.7 1.9 1.9 1.2
2.2 3.4 2.0 2.2 2.3 2.1 1.8 1.2
3.2 3.5 2.3 2.1 2.3 3.2 2.2 2.9 3.0 2.7 1.9 1.3
1.2 1.9 2.1 1.9 2.0 2.3 2.8 2.2 3.1 3.3 3.0 2.0 1.3
1.0 1.8 1.8 1.8 2.0 2.3 2.8 2.0 2.8 3.0 2.8 1.9 1.3
2.0 1.5 1.6 1.7 2.2 3.4 1.5 2.0 2.2 1.9 1.5 1.0
3.5 1.6 1.3 1.4 1.9 3.2 2.2 1.8
2.3 1.4 1.2 1.2 1.7 3.0 4.0 3.3 1.9 1.4 1.7 3.0 3.4 2.2 1.4 1.6 2.7 3.5 2.5 1.5 1.5 2.4 3.5 3.0 2.0 2.2 3.3 3.5 2.4 1.5
1.3 1.1 1.8 1.3 1.2 1.1 1.2 1.3 1.4 1.3 1.1 1.1 1.3 1.4 1.3 1.1 1.1 1.3 1.4 1.5 1.4 1.4 1.4 1.4 1.2
28
D
O
C
K
D
O
O
R
S
B
A
K
E
R
A
V
E
N
U
E
EV
CH
A
R
G
I
N
G
ON
L
Y
CL
E
A
N
AI
R
V
A
N
PO
O
L
E
V
10
'
T
R
U
C
K
O
V
E
R
H
A
N
G
N.A.P.
NET
412.4 SF
1 AC
HISTORICAL
BLDG. TO
RE0AIN
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
CL
E
A
N
AI
R
V
A
N
PO
O
L
E
V
CL
E
A
N
AI
R
V
A
N
PO
O
L
E
V
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
V
A
N
CH
A
R
G
I
N
G
ON
L
Y
EV
V
A
N
CH
A
R
G
I
N
G
ON
L
Y
CL
E
A
N
AI
R
V
A
N
PO
O
L
E
V
CL
E
A
N
AI
R
V
A
N
PO
O
L
E
V
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
PL24
A
PL24
A
PL24
A
PL44HS
A
PL44HS
A
:L
1
2
A
:L
1
2
A
:L
1
2
A
:L
1
2
A
:L2
A
:L2
A
:L2
A
:L2
A
:L2
A
:L2
A
:L24
A
PL5[2
A
PL14
A
PL
1
4
A
PL
2
4
A
PL5[2
A
PL
2
:L
1
2
:L
1
2
:L
1
2
:L
1
2
:L24
:L24
:L24
:L24
:L24
:L24
:L2
PL5
A
:L
1
2
49 DOCK DOORS
45 DOCK DOORS
E . 9 t h S T R E E T
B
A
K
E
R
A
V
E
N
U
E
V
I
N
E
Y
A
R
D
A
V
E
N
U
E
S
A
N
B
E
R
N
A
R
D
I
N
O
C
O
U
N
T
Y
F
L
O
O
D
C
O
N
T
R
O
L
C
H
A
N
N
E
L
28
D
O
C
K
D
O
O
R
S
12 DOCK DOORS
E . 9 t h S T R E E TE . 9 t h S T R E E T
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
8th St Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
9th St Illuminance Fc 0.00 0.1 0.0 N.A.N.A.
Baker Street Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
NEFloodChannel Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
NeighborsNW Illuminance Fc 0.05 1.1 0.0 N.A.N.A.
Site Illuminance Fc 2.12 4.0 0.9 2.36 4.44
Vineyard Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
BUG RATINGDESCRIPTIONSY0BOL CO0PLIES :ITH
CAL GREEN 5.10.8
FI;TURE LEGEND
B1UOG2PL1HS YES
TYPE RS;2LEDP150KRHS LED CUTOFF :HOUSE SIDE SHIELD ON 22' S4UARE
STEEL POLE ON 2' HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON
4' HIGH CONC BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
B2UOG2PL14 YES
TYPE 4 RS;2LEDP150KR4 LED CUTOFF ON 22' S4UARE STEEL POLE ON 2'
HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON 4' HIGH CONC BASE
IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
BUOGPL2YES
TYPE RS;2LEDP250KR LED CUTOFF ON 22' S4UARE STEEL POLE ON 2'
HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON 4' HIGH CONC
BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
B1UOG2PL2HS YES
TYPE RS;2LEDP250KRHS LED CUTOFF :HOUSE SIDE SHIELD ON 22' S4UARE
STEEL POLE ON 2' HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON 4'
HIGH CONC BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
B2UOGPL24 YES
TYPE 4 RS;2LEDP250KR4 LED CUTOFF ON 22' S4UARE STEEL POLE ON 2'
HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON 4' HIGH CONC
BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
B5UOGPL25 YES
TYPE 5 RS;2LEDP250KR5 LED CUTOFF ON 22' S4UARE STEEL POLE ON
2' HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON 4' HIGH
CONC BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
B5UOGPL5 YES
TYPE 5 RS;2LEDP50KR5 LED CUTOFF ON 22' S4UARE STEEL POLE ON 2'
HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON 4' HIGH CONC
BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
B1UOGPL44HS YES
TYPE 4 RS;2LEDP450KR4HS LED CUTOFF :HOUSE SIDE SHIELD ON 22' S4UARE
STEEL POLE ON 2' HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON
4' HIGH CONC BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
BUOGTYPE RS;2LEDP250KR LED
CUTOFF AT 0' AFF
:L2
B2UOGTYPE 4 RS;2LEDP250KR4 LED
CUTOFF AT 0' AFF
:L24
B2UOG2TYPE RS;2LEDP150KR LED
CUTOFF AT 0' AFF
:L1
B5UOGYES
T:IN TYPE 5 RS;2LEDP250KR5 LED CUTOFF ON 22' S4UARE STEEL POLE ON
2' HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON 4' HIGH
CONC BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
B5UOGYES
T:IN TYPE 5 RS;2LEDP50KR5 LED CUTOFF ON 22' S4UARE STEEL POLE
ON 2' HIGH CONC BASE IN AUTO PARKING 21' S4UARE STEEL POLE ON 4'
HIGH CONC BASE IN TRUCK YARD AND NO UPTILT
25' 0A; OVERALL HEIGHT
PL25[2
PL5[2
YES
YES
YES
SEE ARCHITECTURAL PLANS FOR ACTUAL POLE BASE HEIGHTS
B2UOG1TYPE 2 RS;2LEDP150KR2 LED
CUTOFF AT 0' AFF
:L12 YES
CAL GREEN BUG TABLE
TITLE
PLAN
SITE LIGHTING
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SCALE
REVISION
4252
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DATE
08 :. E0PORIA ST.
LLF NR. 201042
ENGINEERS
CONTRACTORS
ONTARIO CA 912
909 98194
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NO. E1540
E[S. 0021
PRO-ECT
BAKER 9TH ST.
RANCHO CUCA0ONGACA
9TH VINEYARD
BUILDING
BY
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4252BBPRELI0 REVISED
GRAPHIC SCALE
SCALE 1 50'0
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50
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12.5.5
SCALE N.T.S.
KEY PLAN
SCOPE OF :ORK
SITE LIGHTING STATISTICS
SCALE NTS
LIGHT POLE DETAIL
4'0 HIGH IN TRK APRON
LED CUTOFF FI;TURE
LITHONIA RS;2
25
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S4UARE STEEL POLE
SEE STRUCTURAL DRA:INGS
FOR CONCRETE REBAR ETC...
INFOR0ATION
2' HIGH IN AUTO PARKING
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SITE LIGHTING PLAN
Form 5-1 BMP Inspection and Maintenance
BMP Responsible
Party(ies)Inspection/Maintenance Activities Required Minimum Frequency of Activities
Underground Infiltration
Chambers Owner
The isolator rows shall be inspected for
debris and sediment accumulations and
maintained by a qualified technician and
he/she will properly dispose of all wastes and
inspect for standing water. A manhole is
installed in order to inspect and maintain the
inlet row. All entry into the chamber system
must be done per OSHA codes to ensure
operator and inspector safety.
The isolator rows shall be inspected
semi-annually (by October 1st and
February 1st) and cleaned by
water-flush and vacuum when
solids accumulate to 3" depth.
Maintenance to be conducted
through service contract with the
vendor or equally qualified
contractor.
Drain Inserts Owner
Visually inspect for defects and illegal dumping. Notify
proper authorities if illegal dumping has occurred. Using
an industrial vacuum, the collected materials shall be
removed from the filter basket and disposed of properly.
Inspect biosorb hydrocarbon boom and replace as
necessary.
Four times per year or following any rain
event that would potentially accumulate a
large amount of debris in the system.
Replace boom twice per year, at a minimum.
Storm Drain Stenciled Message Owner Visually inspect for legibility and replace or repaint as
necessary.Annually
N1: Education of Property
Owners, Tenants and
Occupants on Stormwater
BMPs
Owner
Property owner will familiarize him/herself
with the educational materials in Attachment
͞ ͟ĂŶĚƚŚĞĐŽŶƚĞŶƚƐŽĨƚŚĞtYDW͘
Annually (January) for all
employees and within 2 months for
new hires.
N2: Activity Restrictions Owner
Activities are restricted to only those for
which a BMP has been implemented. The
owner shall develop ongoing activity
restrictions that include those that have the
potential to create adverse impacts on water
quality. Activities include, but are not limited
to: handling and disposal of contaminants,
fertilizer and pesticide application
restrictions, litter control and pick-up, and
vehicle or equipment repair as well as any
other activities that may potentially
contribute to water pollution.
Ongoing
N3: Landscape
Management BMPs Owner
/ƌƌŝŐĂƚŝŽŶŵƵƐƚďĞĐŽŶƐŝƐƚĞŶƚǁŝƚŚŝƚLJ͛Ɛ
Water Conservation Ordinance. Fertilizer and
pesticide usage will be consistent with
County Management Guidelines for Use of
Fertilizers and Pesticides.
Ongoing
N4: BMP Maintenance Owner
BMP maintenance, implementation
schedules, and responsible parties are
included with each specific BMP narrative.
As described in each BMP listed
within this form.
N7: Spill Contingency Plan Owner
Owner/tenant will have a spill contingency
plan, a separate document, based on specific
site needs.
Ongoing
Form 5-1 BMP Inspection and Maintenance
BMP Responsible
Party(ies)Inspection/Maintenance Activities Required Minimum Frequency of Activities
N10: Uniform Fire Code
Implementation Owner
If applicable, owner will comply with Article
80 of the Uniform Fire Code enforced by the
fire protection agency. The facility operators
will be educated annually regarding
requirements for handling, storage and
proper disposal of hazardous substances.
Ongoing
N11: Litter/Debris Control
Program Owner
Contract with their landscape maintenance
firm to provide this service during regularly
schedule maintenance. They are required to
implement trash management and litter
control procedures in the common areas
aimed at reducing pollution of drainage
water.
Weekly
N12: Employee Training Owner
The owner will ensure that tenants are also
familiar with onsite BMPs and necessary
maintenance required of the tenants. Owner
will check with City and County at least once
a year to obtain new or updated educational
materials and provide these materials to
tenants. Employees shall be trained to clean
up spills and participate in ongoing
maintenance. The WQMP requires annual
employee training and new hires within 2
months.
Annually (January) for all
employees and within 2 months for
new hires.
N13: Housekeeping of
Loading Docks Owner
Keep all fluids indoors. Clean up spills
immediately and keep spills from entering
storm drain system. No direct discharges into
the storm drain system. Area shall be
inspected weekly for proper containment and
practices with spills cleaned up immediately
and disposed of properly.
Ongoing
N14: Catch Basin
Inspection Program Owner
DŽŶƚŚůLJŝŶƐƉĞĐƚŝŽŶďLJƉƌŽƉĞƌƚLJŽǁŶĞƌ͛Ɛ
designee. Inspection consists of immediate
repair of any deterioration of the structures
and maintenance of drain inserts before and
after major rain events. Drain insert
ŵĂŝŶƚĞŶĂŶĐĞƐŚĂůůďĞƉĞƌŵĂŶƵĨĂĐƚƵƌĞƌ͛Ɛ
guidelines.
Monthly inspection and maintain
as necessary.
Form 5-1 BMP Inspection and Maintenance
BMP Responsible
Party(ies)Inspection/Maintenance Activities Required Minimum Frequency of Activities
N15: Vacuum Sweeping of
Private Streets and
Parking Lots
Owner
All landscape maintenance contractors will be
required to sweep up all landscape cuttings,
mowings and fertilizer materials off paved
areas weekly and dispose of properly. Parking
areas and drive ways will be swept monthly
by sweeping contractor.
Monthly
N17: Comply with all other
applicable NPDES permits Owner
Will comply with Construction General Permit
and Industrial General Permit (may apply for
No Exposure Certification/NEC).
Ongoing
S1: Provide storm drain
system stenciling and
signage (CASQA New
Development BMP
Handbook SD-13)
Owner
͞EŽƵŵƉŝŶŐʹƌĂŝŶƐƚŽZŝǀĞƌ͟ƐƚĞŶĐŝůƐǁŝůů
be applied. Legibility of stencil will be
maintained on a yearly basis.
Annually (January)
S3: Design and construct
trash and waste storage
areas to reduce pollution
introduction (CASQA New
Development BMP
Handbook SD-32)
Owner
Paved with an impervious surface, designed
not to allow run-on from adjoining areas,
designed to divert drainage from adjoining
roofs and pavements diverted around the
area, screened or walled to prevent off-site
transport of trash. Detail to be provided once
available.
Ongoing
S4: Use efficient irrigation
systems & landscape
design, water
conservation, smart
controllers, and source
control (Statewide Model
Landscape Ordinance;
CASQA New Development
BMP Handbook SD-12)
Owner
Irrigation systems shall include reducers or
shutoff valves triggered by a pressure drop to
control water loss in the event of broken
sprinkler heads or lines. Timers will be used
to avoid over watering and watering cycles
and duration shall be adjusted seasonally by
the landscape maintenance contractor. The
landscaping areas will be grouped with plants
that have similar water requirements. Native
or drought tolerant species shall also be used
where appropriate to reduce excess irrigation
runoff and promote surface filtration.
Adjust watering cycles and
duration seasonally / quarterly
(Oct, Jan, Apr, and Jul).
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30".
60"
24"
MIN
8.0'
MAX
12" MIN100"
12" MIN
12" MIN 9" MIN
9" MIN
ISOLATOR ROW END CAP (LOCATION OF
ISOLATOR ROW VARIES; SEE PLANS FOR
LOCATIONS) NON-WOVEN GEOTEXTILE PER
STORMTECH ISOLATOR ROW DETAIL
PAVEMENT
ADS 601 NON-WOVEN GEOTEXTILE
(OR EQUAL) ALL AROUND ANGULAR
STONE
MC-4500 ENDCAP
SEE TABLE OF ACCEPTABLE
FILL MATERIAL
ANGULAR STONE PER TABLE OF
ACCEPTABLE FILL MATERIALS
WOVEN SCOUR GEOTEXTILE AT EACH INLET
END CAP EXCEPT FOR ISOLATOR ROW
S
L
O
P
E
V
A
R
I
E
S
(
I
F
A
N
Y
)
WOVEN GEOTEXTILE PER
STORMTECH ISOLATOR ROW DETAIL
''
'
'
'
'
523 WEST 6TH STREET, SUITE 1013 LOS ANGELES, CALIFORNIA, 90014 TEL 213-221-1200
Imagining change in historic environments through
design, research, and technology
Baker House Rehabilitation
Exterior Modifications Memo
DATE October 29, 2024 PROJECT
NUMBER
19170
TO Michael Sizemore PROJECT Baker House Rehabilitation
Rancho Cucamonga
OF Panattoni Development Company FROM Heather Mangrum, Senior Project
Manager
CC VIA Email
REGARDING Exterior Modifications
BACKGROUND
On October 26, 2021, Page & Turnbull submitted an Existing Conditions Memo of the Baker House
that consisted of visual observations of the building’s exterior and interior. Along with the
submission of the memo, three concept options were provided for the future use of the Baker
House. On October 18, 2024, John Lesak and Heather Mangrum had a phone conversation
discussing the city’s decision to proceed with the third option, referred to in the package as
“Shipping Container Village.” The following information addresses how Page & Turnbull intends to
modify and repair the exterior of the building based on the existing conditions and the design
concept chosen.
Walls
The graffiti will be removed from the exterior wall surfaces starting first by using mild non-ionic and
non-caustic detergents (Figure 1). If more aggressive measures are needed, pH neutral strippers will
be applied to remove the graffiti. The mortar appeared to be in good condition at the time of
conditions assessment. The exterior walls will be reviewed after the graffiti removal is completed
and the mortar will be repointed as required.
Exhibit B
Baker House Exterior Modifications [19170]
Page 2 of 6
PAGE & TURNBULL 523 WEST 6TH STREET, SUITE 1013 LOS ANGELES, CALIFORNIA, 90014 TEL 213-221-1200
Figure 1: Graffiti on exterior wall surfaces to be removed.
Windows
The aluminum frame windows will be removed. New windows will be installed. The first option is to
use the existing wood frames for the new windows. If that is not feasible, new aluminum frame
windows will be installed within the wood frames (Figure 2). A new folding wall is proposed in the
existing opening at the north elevation off the living room to connect the Great Room with Outdoor
Event Space (Figure 3). The existing concrete sills will be repaired where pieces are missing with new
concrete (Figure 4). The decorative sills with planter boxes will be preserved (Figure 5).
Figure 2: Exterior view of original wood window
frame with replacement aluminum window insert.
Figure 3: Location of proposed folding door.
Baker House Exterior Modifications [19170]
Page 3 of 6
PAGE & TURNBULL 523 WEST 6TH STREET, SUITE 1013 LOS ANGELES, CALIFORNIA, 90014 TEL 213-221-1200
Figure 4: Concrete windowsill will be repaired.
Figure 5: Sill with integrated planter at southeast will
remain.
Doors
The condition assessment refers to the front door as present and in fair condition. Based on a more
recent visit to the site on August 2, 2024, by Heather Mangrum with Page & Turnbull, the door is no
longer present (Figure 6). Therefore, a new door will be installed. A new rear door will be installed in
the existing opening since it is also no longer present (Figure 7).
Figure 6: Location of missing front exterior door.
Baker House Exterior Modifications [19170]
Page 4 of 6
PAGE & TURNBULL 523 WEST 6TH STREET, SUITE 1013 LOS ANGELES, CALIFORNIA, 90014 TEL 213-221-1200
Figure 7: Location of missing rear exterior door.
Roof
All existing roofing will be removed down to the original roof structure. Wood structural members
will be evaluated and replaced as structurally required (Figure 8). New roof insulation will be
installed to provide adequate drainage for the roof. A new roof membrane will be installed over the
insulation along with a single ply roofing system. Existing wood fascia that has deteriorated will be
replaced in-kind. New flashing will be installed.
Baker House Exterior Modifications [19170]
Page 5 of 6
PAGE & TURNBULL 523 WEST 6TH STREET, SUITE 1013 LOS ANGELES, CALIFORNIA, 90014 TEL 213-221-1200
Figure 8: Rolled roofing will be removed down to the existing wood structure.
Front Porch
The concrete steps at the east end of the porch will be removed to provide room for a new ADA
compliant ramp (Figure 9). The existing semi-circular steps and concrete porch will remain (Figure
10).
Figure 9: Concrete steps at the east end of
the front porch to be removed for new ramp.
Figure 10: Semi-circular stone/rubble steps at front
porch to remain.
Stone Piers
The existing stone piers to the west of the building will be incorporated into a new fenced in open
space (Figure 11).
Baker House Exterior Modifications [19170]
Page 6 of 6
PAGE & TURNBULL 523 WEST 6TH STREET, SUITE 1013 LOS ANGELES, CALIFORNIA, 90014 TEL 213-221-1200
Figure 11: Concrete and brick piers to be incorporated into the fenced open space.