HomeMy WebLinkAbout2023-01-10 ARC Regular Meeting Agenda Packet
City of Palm Desert Page 1
ARCHITECTURAL REVIEW COMMISSION
CITY OF PALM DESERT, CALIFORNIA
AGENDA
(HYBRID MEETING)
City Hall, Development Services Conference Room
73-510 Fred Waring Drive
Palm Desert, CA 92260
Pursuant to Assembly Bill 361, this meeting may be conducted by teleconference. There
will be in-person public access to the meeting location.
OPTIONS FOR PARTICIPATING IN THIS MEETING:
• Attend the meeting in the Development Services Conference Room at Palm Desert City Hall,
73510 Fred Waring Drive, Palm Desert, CA 92260.
• To participate via Zoom, use the following link: https://palmdesert.zoom.us/j/83648797515,
Zoom Webinar ID: 836 4879 7515.
• To participate by telephone call (213) 338-8477 or (669) 219-2599, Zoom Webinar ID: 836
4879 7515. To provide a public comment please press *9 to raise your hand.
• Written public comment may also be submitted to planning@cityofpalmdesert.org. Emails
received by 9:30 a.m. prior to the meeting will be distributed to the Commission. Any
correspondence received during or after the meeting will be distributed to the Commission as
soon as practicable and retained for the official record. Emails will not be read aloud except
as an ADA accommodation.
1. CALL TO ORDER
2. ROLL CALL
3. NON-AGENDA PUBLIC COMMENT: This time has been set aside for the public to address
the Architectural Review Commission on issues that are not on the agenda for up to three
minutes. Because the Brown Act does not allow the Commission to act on items not listed on
the agenda, members may briefly respond or refer the matter to staff for a report and
recommendation at a future meeting.
4. CONSENT CALENDAR: All matters listed on the Consent Calendar are considered routine
and may be approved by one motion. The public may comment on any items on the Consent
Agenda within the three-minute time limit. Individual items may be removed by Commissioners
for a separate discussion.
Tuesday
January 10, 2023
12:30 p.m.
Regular Meeting
Architectural Review Commission Agenda January 10, 2023
City of Palm Desert Page 2
A. APPROVAL OF MINUTES
RECOMMENDATION: Approve the Architectural Review Commission Regular Meeting
minutes of December 13, 2022.
B. CASE NO: SARC22-0007
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design
Review for a multi-tenant monument sign for an existing office building located at 73161
Fred Waring Drive.
APPLICANT AND ADDRESS: Signarama, Palm Desert, CA 92260
LOCATION: 73161 Fred Waring Drive, Suite#200
ZONE: Office Professional (O.P.)
RECOMMENDATION:
1. Approve Case No. SARC22-0007.
2. All new landscaping shall have a minimum specimen size of 5-gallons.
CONSENT ITEMS HELD OVER: Items removed from the Consent Calendar for separate
discussion will be considered at this time.
5. ACTION CALENDAR
A. FINAL DRAWINGS
1. CASE NO: MISC22-0043
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
materials exception for an existing fence in the front yard setback of a single-family
residence located at 77100 Indiana Avenue.
APPLICANT AND ADDRESS: Theresa Illare, Palm Desert, CA 92211
LOCATION: 77100 Indiana Avenue
ZONE: Single-Family Residential (R-1)
RECOMMENDATION:
1. The ARC continues Case No. MISC22-0043 to a date uncertain.
2. CASE NO: MISC21-0023
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design
Review for a four-story, 96-room, 83,106-square-foot Staybridge Suites hotel located
at 74755 Technology Drive (APN 694-190-096)
APPLICANT AND ADDRESS: PVG Architects, Palm Desert, CA 92260
LOCATION: 74755 Technology Drive
Architectural Review Commission Agenda January 10, 2023
City of Palm Desert Page 3
ZONE: Planning Area (PA) 5 of Millennium Palm Desert Specific Plan (MPD SP) /
Planned Commercial (PC-2)
RECOMMENDATION:
1. The ARC determines that the requirements of the findings have been met based
on the analysis and approves the Design Review for Case No. MISC21-0023 as
presented.
2. Any modifications required by the ARC be added to the motion as conditions of
approval.
B. MISCELLANEOUS
None
6. INFORMATIONAL REPORTS & COMMENTS
A. ARCHITECTURAL REVIEW COMMISSIONERS
B. CITY STAFF
C. ATTENDANCE REPORT
7. ADJOURNMENT: The next Regular Meeting will be held on January 24, 2023, at 12:30 p.m.
Architectural Review Commission Agenda January 10, 2023
City of Palm Desert Page 4
AFFIDAVIT OF POSTING
I hereby certify under penalty of perjury under the laws of the State of California that the
foregoing agenda for the Architectural Review Commission was posted on the City Hall bulletin
board and City website not less than 72 hours prior to the meeting.
Melinda Gonzalez
Recording Secretary
PUBLIC NOTICES
Agenda Related Materials: Pursuant to Government Code §54957.5(b)(2) the designated
office for inspection of records in connection with this meeting is the Development Services
Department, City Hall, 73-510 Fred Waring Drive, Palm Desert. Staff reports for all agenda
items and documents provided to a majority of the legislative bodies are available for public
inspection at City Hall and on the City’s website at www.cityofpalmdesert.org.
Americans with Disabilities Act: It is the intention of the City of Palm Desert to comply with
the Americans with Disabilities Act (ADA) in all respects. If, as an attendee or a participant at
this meeting, or in meetings on a regular basis, you will need special assistance beyond what
is normally provided, the city will attempt to accommodate you in every reasonable manner.
Please contact the Office of the City Clerk, (760) 346-0611, at least 48 hours prior to the
meeting to inform us of your needs and to determine if accommodation is feasible.
City of Palm Desert Page 1
ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES
ARCHITECTURAL REVIEW COMMISSION
CITY OF PALM DESERT, CALIFORNIA
MINUTES
(HYBRID MEETING)
Pursuant to Assembly Bill 361, this meeting may be conducted by teleconference. There
will be in-person public access to the meeting location.
1. CALL TO ORDER
A Regular Meeting of the Architectural Review Commission (ARC) was called to order by Vice
Chair McIntosh on Tuesday, December 13, 2022, at 12:31 p.m. in the Development Services
Conference Room, City Hall, located at 73510 Fred Waring Drive, Palm Desert, California.
2. ROLL CALL
Present: Commissioners Dean Wallace Colvard, Nicholas Latkovic, Michael McAuliffe, Vice
Chair McIntosh, and Francisco Sanchez.
Absent: Chair John Vuksic.
City Staff
Present: Richard Cannone, Director of Development Services; Nick Melloni, Senior
Planner, and Melinda Gonzalez, Recording Secretary, were present at Roll Call.
3. NON-AGENDA PUBLIC COMMENT
Vice Chair McIntosh opened and closed the non-agenda public comment period. No public
comments were provided.
4. CONSENT CALENDAR
Associated staff reports, memos, attachments, and discussion on the following items can be
viewed by visiting the Architectural Review Commission Information Center website at,
https://www.cityofpalmdesert.org/our-city/committees-and-commissions/commission-
information.
MOTION BY COMMISSIONER MCAULIFFE, SECOND BY COMMISSIONER LATKOVIC,
CARRIED 5-0; (CHAIR VUKSIC ABSENT), to approve the consent calendar.
A. APPROVAL OF MINUTES
MOTION BY COMMISSIONER MCAULIFFE, SECOND BY COMMISSIONER LATKOVIC,
CARRIED 5-0; (CHAIR VUKSIC ABSENT), to approve the Architectural Review Commission
Regular Meeting minutes of November 22, 2022.
Tuesday
December 13, 2022
12:30 p.m.
Regular Meeting
Architectural Review Commission Agenda December 13, 2022
City of Palm Desert Page 2
ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES
CONSENT ITEMS HELD OVER: Items removed from the Consent Calendar for separate
discussion will be considered at this time.
None
5. ACTION CALENDAR
Associated staff reports, memos, attachments, and discussion on the following items can be
viewed by visiting the Architectural Review Commission Information Center website at,
https://www.cityofpalmdesert.org/our-city/committees-and-commissions/commission-
information.
A. FINAL DRAWINGS
1. CASE NOS: PP/CUP 17-059 – Amendment #1 / EA 22-0007 / PMW 22-0008
(Continued from November 22, 2022)
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design
Review for Amendment No. 1 to Precise Plan (PP) / Conditional Use Permit (CUP) 17-
059 to expand an existing CarMax, auto sales use, including a 2,351 square-foot
building addition, construction of a new 923-square-foot carwash tunnel, canopy area,
and new sales staging area located at 73-450 and 73-500 Dinah Shore Drive.
APPLICANT AND ADDRESS: Michael Baker International, Palm Desert, CA
LOCATION: 73-450 and 73500 Dinah Shore Drive
ZONE: Service Industrial - SI
Senior Planner, Nick Melloni, narrated a PowerPoint presentation on the item and
responded to Commission inquiries. Bill Pope with MBI, Applicant, and Allan Price,
Architect, with Pieper O’Brien Herr Architects, provided additional information on the
project and answered questions from the Commission.
Vice Chair McIntosh opened and closed the public comment period. No public
comments were provided. Discussion on the item ensued with Commissioners
providing comments for the project.
Following discussion, MOTION BY COMMISSIONER MCAULIFFE, SECOND BY
COMMISSIONER COLVARD, CARRIED 5-0; (CHAIR VUKSIC ABSENT) to:
1. Approve Case Nos. PP/CUP 17-059 – Amendment #1 / EA 22-0007 / PMW 22-
0008 with conditions.
2. The applicant shall construct the wall enclosing the vehicle staging area with a tan
split face block and pilasters facing Dinah Shore Drive, and the northern property
line, spaced no greater than 30 feet apart.
3. All roof drainage on the proposed additions shall utilize internal roof drains except
on the north elevations of the main sales and service building.
4. The areas indicated by dark earthtone stucco located on the tower elements of the
south and east elevations of the sales addition shall be recessed a minimum of 0’-
8” from the fascia of the tower element. Final construction drawings shall provide
sufficient details for this change.
Architectural Review Commission Agenda December 13, 2022
City of Palm Desert Page 3
ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES
B. MISCELLANEOUS
None
6. INFORMATIONAL REPORTS & COMMENTS
A. ARCHITECTURAL REVIEW COMMISSIONERS
None
B. CITY STAFF
Senior Planner, Nick Melloni, provided the following updates:
• PP/EA22-0005 West Coast Storage and PP/CUP22-0006 394-units on the SWC
of Portola Ave. and Frank Sinatra Drive went before the Planning Commission on
December 6, 2022, both projects were approved.
• A workshop was held last week for the proposed North Sphere Regional Park.
Director of Development Services, Richard Cannone, added a follow up workshop
is scheduled for January 15, 2023. Information on the follow up workshop will be
sent to commissioners when available.
• Avenida Palm Desert is currently installing their roof screening.
• The next regularly scheduled Architectural Review Commission meeting on
December 27, 2022, will be canceled due to lack of a quorum. Cancellation notices
will be posted as required and emailed to Commissioners.
• An update to the City’s Accessory Dwelling Unit (ADU) ordinance will go before
the City Council for adoption at their next meeting, December 15, 2022.
C. ATTENDANCE REPORT
The attendance report was provided with the agenda materials. The Commission took no
action on this matter.
7. ADJOURNMENT
The Architectural Review Commission adjourned at 1:21 p.m.
Respectfully submitted,
Melinda Gonzalez, Senior Administrative Assistant
Recording Secretary
ATTEST:
Rosie Lua, Deputy Director of Development Services
Secretary
APPROVED BY ARC: __/__/2022
CITY OF PALM DESERT
DEVELOPMENT SERVICES DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Anna Dan, Assistant Planner
Date: January 10, 2023
Subject: SARC22-0007 – Consideration to approve a Design Review for a multi-tenant
monument sign for an existing office building located at 73161 Fred Waring Drive.
BACKGROUND
The Applicant, Signarama, is requesting approval of a new multi-tenant monument sign for an
existing office building located at 73161 Fred Waring Drive. The monument sign will be installed
in the landscaped parking lot buffer fronting Fred Waring Drive and constructed out of an
aluminum frame with a masonry base. The frame will be painted to complement the existing office
building and feature internally illuminated push-through letters for the name panels.
PROJECT SUMMARY
A. Property Description
The project site is an existing office building complex located on Fred Waring Drive,
approximately 430 feet west of San Anselmo Avenue. The site is comprised of one parcel
totaling 0.33-acres, or 14,613 square feet, containing one (1) two-story office building with a
total floor area of approximately 4,400 square-feet and 24 parking spaces. The site is zoned
Office Professional (O.P.). The building complex was approved in 1997 per Case No. PP 97-
15 by adopted Planning Commission Resolution No. 1836; with construction completed in
1999. The original entitlement proposed a tenant sign wall on the north-facing elevation where
there is a landscaped lawn; however, no sign wall was constructed. Currently, there are no
exterior walls signs for the existing tenants.
There are three (3) tenant spaces in the building operating as administrative offices which
include a utility construction company, a human resources consulting firm, and a security
company.
SARC 22-0007 – 73161 Fred Waring Dr. Monument Sign
Page 2 of 4
January 10, 2023
B. Adjacent Land Use and Zoning Designation
Table 1 – Adjacent Land Use and Designations
Existing Uses General Plan Zoning
Project
Site
Professional
Office
Neighborhood Center Office Professional (O.P.)
North Parking Lot Downtown Downtown Edge District
(D.E.)
South Single Family
Residential
Small Town
Neighborhood
Residential Single Family
(R-2)
East Medical Center Neighborhood Center Office Professional (O.P.)
West Dental Office Neighborhood Center Office Professional (O.P.)
C. Project Description
The project is a request to construct a new monument sign in an existing landscaped parking
lot buffer fronting Fred Waring Drive. Presently, there are no signs located on the exterior of
the building or site perimeter. The monument sign will serve as the main identification sign for
the tenants of the office building.
The sign features a modern design with a rectangular body and minimal massing. The sign is
5’-2” tall, 5’-6” long, 1’-6” wide, and setback 12 feet from the face of curb. At this location, the
sign does not create a line-of-sight issue since all traffic is eastbound and the sign does not
obstruct visibility when entering or leaving the site. The sign is constructed from 0.080” gauge
aluminum, three (3) internally illuminated aluminum routed tenant panels with ½-inch push-
through acrylic letters. The letters are finished with vinyl faces, painted black and brown, and
mounted on brushed aluminum panels. The aluminum frame is painted beige (SW 6078
Realist Beige) and dark brown (PPU5-19 Dark Truffle) with a fine grit textured finish to
complement the architecture of the existing building. The monument sign will be placed in a
landscaped area with additional proposed planting including:
• One (1) Yucca Plant
• Two (2) Yellow Lantana
Zoning Ordinance Summary
Pursuant to Section 25.68.050 of the Palm Desert Municipal Code (PDMC), all freestanding signs
(monument signs) require Architectural Review Commission (ARC) review and approval. The
standards for permanent identification signs are listed under Section 25.56.070 (D) and Section
25.56.080 (B)(2) of the Sign Ordinance. Compliance with the PDMC is summarized below.
Table 2 – Monument Sign Conformance Determination
Standard Ordinance Project Conformance
Determination
Sign Area 50 square feet 20 square feet Yes
Sign Height 6 feet 5 feet, 2 inches Yes
Number per Frontage 1 1 Yes
Illumination Internal or external Internal Yes
SARC 22-0007 – 73161 Fred Waring Dr. Monument Sign
Page 3 of 4
January 10, 2023
Additionally, all monument signs are required to be placed in a permanently landscaped area not
less than 24 square feet. The proposed sign will be in a 200 square-foot parking lot buffer with
existing landscape to be replaced as shown in the landscape plan. The messaging on the sign is
limited to the tenant names and five-digit address number, no phone numbers are included.
Per PDMC 25.56.030 (E), when approving or rejecting a sign permit application, the ARC shall
consider the design review criteria provided below and shall make the following findings:
1. That the sign is necessary for the applicant’s enjoyment of substantial trade and property
rights.
The sign is necessary to provide adequate identification to customers and employees of the
businesses in the building as it is located on a high-volume vehicular arterial (Fred Waring
Drive).
2. That the sign is consistent with the intent and purpose of this chapter and title.
The sign is consistent with the intent and purpose of the Sign Ordinance as the sign is
designed in harmony with the existing building and complies with all applicable development
standards.
3. That the sign does not constitute a detriment to public health, safety, and welfare.
The design of the sign does not constitute a detriment to public health, safety, and welfare as
the design of the sign does not incorporate elements that are distracting or intrusive to
motorists or pedestrians. The placement of the sign is not anticipated to create sight
obstruction to motorists or pedestrians as it is setback away from line of site areas, adjacent
streets, and drive aisles. The proposed sign is setback 12 feet from the face of the street curb.
4. That the size, shape, color, height, and placement of the sign is compatible with and will have
a harmonious relationship with the building it identifies, the surrounding neighborhoods, and
other signs in the area.
The size of the sign complies with the development standards established in the City’s Sign
Ordinance and is in scale with the existing building. The location of the sign in the landscaped
parking lot buffer is typical of the other monument signs along the south side of Fred Waring
Drive. The aluminum frame is painted with a desert palette that complements the plaster and
split face block of the existing building, and the acrylic letter faces contrast against the lighter
background.
5. That both the location of the proposed sign and the design of its visual elements (lettering,
words, figures, colors, decorative motifs, spacing, and proportions) are legible under normal
viewing conditions prevailing where the sign is to be located.
The sign is oriented in a manner to be visible to pedestrians and motorists traveling along
Fred Waring Drive. The black and brown lettering against the brushed aluminum panel
provides enough contrast to be legible under typical viewing conditions. The letters are also
internally illuminated to allow for visibility in non-daylight hours.
SARC 22-0007 – 73161 Fred Waring Dr. Monument Sign
Page 4 of 4
January 10, 2023
6. That the location, height, and design of the proposed sign does not obscure from view or
unduly detract from existing or adjacent signs and does not in any way compromise the health
or safety of any person(s).
The location, height, and design of the proposed sign does not obscure view or unduly detract
from existing signs in the vicinity and does not adversely affect the public health safety or
welfare. The height of the sign conforms to the Ordinance and is setback 12 feet from the face
of the curb to ensure consistency among business frontages along Fred Waring.
7. That the location and design of the proposed sign and its size, shape, illumination, and color
are compatible with the visual characteristics of the surrounding area so as not to detract from
or cause depreciation of the value of adjacent developed properties.
The height and size of the sign comply with the requirements found in Table 25.56-2 of the
Sign Ordinance. The Applicant is proposing a dark brown and light beige contrast that
complement the existing building.
8. That the location and design of a proposed sign in close proximity to a residential district does
not adversely affect the value or character of the adjacent residential uses.
The sign is compatible with the design of the building and meets the requirements established
in Table 25.56-2 for commercial signage, so it will not adversely impact the character of
adjacent commercial and residential uses. Additionally, the sign is located on the south side
of Fred Waring Drive, a predominantly commercial and office arterial. The sign does not
directly face existing residential uses.
9. That any neon tubing used in conjunction with any sign is incorporated as an integral part of
the sign design with careful attention to color, intensity of light, and the use of colors that are
not overly bright.
No neon tubing is proposed as part of the monument sign. The sign will be internally
illuminated by light emitting diodes (LED) in a manner that complies with the Sign Ordinance
requirements for cabinet signs.
10. That the quantity of information displayed in the sign does not cause visual clutter.
The signage text is limited to the name of the respective tenants and the property address
number.
Staff Recommendation.
Staff recommends the ARC determines that the requirements of the findings have been met
based on the analysis and approves the Sign Design Review with the following condition:
1. All new landscaping shall have a minimum specimen size of 5-gallons.
Attachment: 1. Project Exhibits
CITY OF PALM DESERT
DEVELOPMENT SERVICES DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Anna Dan, Assistant Planner
Date: January 10, 2023
Subject: MISC22-0043 – Consideration to approve a materials exception for an existing fence
in the front yard setback of a single-family residence located at 77100 Indiana
Avenue.
BACKGROUND
The subject case is a consideration to approve a materials exception for an existing fence in the
front yard setback of a single-family residence located at 77100 Indiana Avenue. In accordance
with Palm Desert Municipal Code (PDMC) 25.40.080, the exception was scheduled to be
reviewed by the Architectural Review Commission (ARC) and adjacent property owners were
mailed a notice of application.
The notice of application stated that the Applicant, Theresa Illare, is requesting a material
exception for an existing 4-foot, 8-inch tall fence, setback 16 feet from the face of curb, and
constructed out of wood and steel. The PDMC limits the material of all fences visible from the
public right of way to decorative block, stucco, or wrought iron. The exception was scheduled to
be reviewed by the ARC on January 10, 2023.
Following an onsite inspection by staff, the existing fence measured 5 feet, 2 inches tall with a
setback of 16 feet, 3 inches from the face of curb which is inconsistent with the information
provided in the initial application. At a setback of 16 feet, 3 inches, the code limits the height of
the fence to a maximum of 4 feet, 11 inches. Therefore, staff has determined the applicant will
need to amend the application to include a request for a height exception.
Staff recommends Case No. MISC22-0043 be continued to a date uncertain and that adjacent
property owners receive an updated notice of application.
CITY OF PALM DESERT
DEVELOPMENT SERVICES DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Nikki Gomez, Assistant Planner
Date: January 10, 2023
Case No: MISC21-0023
Subject: Consideration to approve a Design Review for a four-story, 96-room, 83,106 square-
foot Staybridge Suites hotel located at 74755 Technology Drive (APN 694-190-096)
BACKGROUND
On March 26, 2015, the City Council adopted Ordinance No. 1281 approving the Millennium Palm
Desert Specific Plan (MPDSP). The MPDSP consists of a 152± acre area located near the City’s
northern city limits, south of Interstate-10 and the Union Pacific Railroad, between Portola Avenue
and Cook Street. It is bounded by Portola Avenue on the west, Gerald Ford Drive on the south, and
Technology Drive on the east. The project is a new Staybridge Suites hotel located on Planning Area
5 of the MPDSP. Planning Area 5 of the MPDSP allows for the development of between 175 to 250
hotel rooms up to four (4) stories.
On July 17, 2018, the Planning Commission adopted Resolution No. 2724 approving Precise Plan
(PP) 18-0002 and Tentative Parcel Map (TPM) 37488 within PA 5. The PP approved the site design
for two (2) four (4) story hotels developed in two phases. The Tentative Parcel Map approved the
subdivision of the 3.92-acre lot into two parcels:
• Parcel 1 – 1.91 acres – Phase 2, Future 90-room hotel (Proposed Staybridge)
• Parcel 2 – 1.96 acres – Phase 1, 96-room room hotel (Holiday Inn Express)
Phase One (Parcel 2) consisting of a four-story, 96-room Holiday Inn Express and Suites, 105
parking spaces, and landscaping, was completed in 2021. Phase Two (Parcel 1) included a four-
story, 90-room future hotel, 105 parking spaces, and landscaping. An approval by the Architectural
Review Commission (ARC) would be required to proceed with construction of Phase 2.
On March 12, 2019, the applicant, Prest-Vuksic Architects, Inc. received approvals by the ARC, Case
No. MISC 19-0005 approving the architecture and landscaping for a 90-room, four story Staybridge
Suites hotel.
On July 29, 2021, the applicant, ACE Design LLC, filed a new application (MISC21-0023) for a
revised design for the Staybridge Suites hotel.
MISC 21-0023 – Staybridge Suites
Page 2 of 7
January 10, 2023
On October 12, 2021, the Staybridge Suites Hotel project was brought before the ARC for a
preliminary review and discussion of architectural design. The ARC requested for the item to be
continued and rescheduled to a future ARC meeting as the project applicant was unavailable to
provide a presentation to the Commissioners.
On October 26, 2021, the Staybridge Suites Hotel project was presented to the ARC as a preliminary
review for architectural comments. The ARC provided design comments and concerns for the project,
but no action was taken on the item as it was brought forth solely for ARC comments.
PROJECT SUMMARY
On December 20, 2022, the project applicant, PVG Architects on behalf of Desert Hospitality Group,
submitted a revised design for the Staybridge Suites hotel (MISC 21-0023). The proposed hotel is
four stories and contains 96-rooms totaling 83,106 square feet with guest amenities including a
fitness room, outdoor pool, and patio area. There are two (2) vehicular access driveways off
Technology Drive and associated parking areas. The project landscaping is comprised of a mix of
low and moderate water usage desert native plant species.
A. Property Description:
The proposed hotel project will be situated at the northernmost part of Planning Area 5 (APN:694-
190-096), Phase 2 of the hotel development under PP18-0002 on a 1.91-acre parcel north of the
newly built Holiday Inn Express and Suites within the MPDSP.
B. Zoning, General Plan and Adjacent Uses:
Table 1 – Adjacent Land Use and Designations
Existing Uses General Plan Zoning
Project
Site
Vacant Neighborhood Center
(NC)
Planning Area (PA) 5 of MPD
SP/ PC (2) Planned
Commercial
North Vacant Neighborhood Center
(NC)
PA 4 of MPDSP / S.I. Service
Industrial
South Holiday Inn Suites Neighborhood Center
(NC)
PA 5 of MPDSP / PC (2)
Planned
Commercial
East Hotel (Fairfield Inn and
Suites)
Town Center
Neighborhood (TC)
PC-3, FCOZ – Planned
Commercial, Freeway
Commercial Overlay District
West Vacant – Approved
Millennium Apartments
330 Units
Town Center
Neighborhood (TC)
PA 7 of MPDSP / PR Planned
Residential - 22
MISC 21-0023 – Staybridge Suites
Page 3 of 7
January 10, 2023
Building Design and Architecture
The hotel architecture is a desert contemporary design. It is characterized by angular and layered
pop-outs and complimentary contrasting earthtone exterior colors. The elevation depicts recessed
windows with metal awnings adding shade and shadow elements throughout the building facade.
The building exterior materials and finish supports the contemporary modern design including acrylic
smooth sand stucco finish in five earthtones colors. Accent tile with wood design finish will be installed
on the first floor, southwest corner, visible at the entrance of the proposed hotel building. The metal
roofing is narrow batten in a dark bronzed color. The roof line of the main building is characterized by
varying parapet heights generally at 47 feet high and punctuated by a butterfly roof tower as the
tallest element at 62 feet in height.
Site Plan and Parking
The proposed hotel site will share vehicular and pedestrian access and drainage between Parcel 1
(Holiday Inn Express and Suites Hotel) and Parcel 2 (Staybridge Suites Hotel). The hotel is an “L”
shape footprint centrally located on the project site with two access points from Technology Drive.
Drive lanes are 30-feet wide, adequate for fire access and circulation with shared vehicular and
pedestrian access between Parcel 1 and 2 from the west portion of both parcels. The parking area
surrounds the building footprint, with retention areas to the west and southwest portion of the project
site fronting Technology Drive. There are 108 parking spaces for the proposed hotel and 106 existing
parking spaces (Holiday Inn Express and Suites Hotel) totaling in 214 parking spaces. The project
will construct a retention basin which will serve parcels 1 and 2 of PM 37488.
Access and Circulation
The proposed hotel will have two vehicular access points, totaling four vehicle access points from
Technology Drive as approved by PP18-0002 between the existing hotel and the proposed hotel.
Screening
The butterfly tower element serves as screening for the rooftop mechanical equipment. The butterfly
tower element height of 15 feet high is sufficient for a man door access while completely screening the
proposed mechanical equipment at 4 feet, 5 inches in height. The fire riser and electrical rooms are
integrated into the first floor of the hotel. The pool equipment located behind the hotel will be screened
using a block wall with an access gate.
Landscape
Landscape for the site consists of a mix of desert appropriate live plant materials which includes the
following:
Trees:
• California Fan Palm (Washingtonia Fillifera), Swan Hill Olive Tree (Olea Europaea),
Mulga Tree (Acacia Aneura).
All tree specimens will be a minimum 24-inch box size at the time of planting and low and
moderate water use.
MISC 21-0023 – Staybridge Suites
Page 4 of 7
January 10, 2023
Shrubs/Accents/Groundcover:
• Low Water Usage: Parry’s Agave, Ocahui Agave, Barbados Aloe, Grey Desert Spoon,
Emu Bush, Pink Parade Yucca, Cimeron, Little Illie Olive
• Moderate Water Usage: Beauty Natal Plum, Green Carpet Natal Plum, Spotted Emo
Bush, Purple Lantana, New Gold Lantana, Philodendron, Cape Honey Suckle
All proposed shrubs and plants will be a minimum 5-gallon size at the time of planting.
Hardscape:
• Primary ground cover: 3/8-inch Tan Decomposed Granite (Mojave Gold)
• Accent: Cobble, Copper Canyon – 1-inch to 3-inch rock
• Boulders: (84 total) which consist of 48 boulders which are 1 foot x 2 feet in size, 28
boulders which are 2 feet x 3 feet, and 8 boulders which are 3 feet x 4 feet.
Under the MPDSP, landscaping should provide shade where needed including parking areas. The
landscape plan shows shade trees such as Swan Hill Olive and Mulga trees in the parking areas
and around the retention areas. In addition, the landscape treatments should maximize the use of
native desert and compatible drought-tolerant plant materials. The proposed landscape consists of
native desert and drought-tolerant plan materials. Furthermore, final landscape plans will be
submitted to the City’s Planning Department and the Coachella Valley Water District for review and
approval to ensure plant species are compliant with water conservation ordinance requirements.
ANA LYSIS
Development Standards
The project site is zoned Planned Commercial (PC-2) within the MPDSP which allows for hotel uses
with the approval of a Precise Plan (PP) by the Palm Desert Planning Commission in accordance
with Palm Desert Municipal Code Section (PDMC) 25.72.030. The Planning Commission previously
approved PP18-0002 which complied with development standards provided for Planning Area 5 of
the Millennium Palm Desert Specific Plan. The table below summarizes the project’s conformance
analysis for the proposed hotel project, Staybridge Suites Hotel (Phase 2):
Table 2 – Development Standard Consistency
STANDARD PC 2 (PLANNING
AREA 5)
PROJECT CONFORMS
Lot Size, Min. 1 acre 1.91 acre Yes
Front Yard Setback 0’-0” 49’-6” Yes
Side Yard Setback 0’-0” 56’-2”, 11’-6” Yes
Street Side Yard
Setback
0’-0”
NA
NA
Rear Yard Setback 0’-0” 0’-0” Yes
Floor Area Ratio 0.50 0.24 Yes
MISC 21-0023 – Staybridge Suites
Page 5 of 7
January 10, 2023
Maximum Height, Hotel
and Mixed Use***
50’-0” 47’ building height and
62’-0” tower height
highlighting the entrance
Yes
Maximum No. of
Stories
4 Stories
4 Stories
Yes
Maximum Building Size 100,000 square feet 83,106 square feet Yes
Minimum Landscaping
(% of lot area)
15% 22% Yes
Parking Requirement 1.1 per guest unit –
106 parking spaces
108 parking spaces Yes
Table 2 shows that the proposed project conforms with the MPDSP Development Standards. The
project lot size is 1.91 acres which is above the minimum 1-acre lot size requirement. The front
setback of 49 feet, 6 inches, side setbacks of 56 feet, 2 inches and 11 feet, 6 inches, and 0’ rear yard
setback is in conformance as the allowable setback is 0’ from front, side, and rear yard. The building
floor ratio is .24 which is within the .50 ratio standard. The proposed hotel is at four-stories which
conforms with the height standard. The proposed hotel is 83,106 square feet which is within the
100,000 square foot maximum building size. The project site landscape area is 22% conforming with
the 15% minimum landscape percentage lot area. The proposed 108 parking spaces exceeds the
required 106 parking spaces.
Under the MPDSP, “Table 4 – Planning Areas 3,5 and 6 Development Standards”, identifies the
maximum height for a hotel is 50 feet, with a notation that “Maximum height not including architectural
projects and towers which may exceed this standard.” The proposed hotel elevations show the
building height of 47 feet with a butterfly roof tower element of an additional 15 feet extending the
overall height to 62 feet. Since towers may exceed the 50 feet height standard, the proposed hotel
conforms with the MPDSP.
Parking
Under PDMC Section 25.46.040 Parking Requirements, there is a parking ratio of 1.1 parking space
per room. The proposed hotel contains 96 rooms which requires 106 parking spaces. The proposed
site plan includes a total of 108 parking spaces, exceeding the minimum parking requirements by
two 2spaces.
ZONING ORDINANCE SUMMARY
ARC approval of a design review is required for development of a vacant parcel for a proposed
hotel project per PDMC Section 25.68.020(A). Findings for ARC decisions are listed under
PDMC Section 25.68.040 – Findings of the ARC. Findings in support of the project are listed below:
To approve a design review application, the ARC shall find the following:
A. That the proposed development conforms to any legally adopted development standards.
The proposed hotel complies with the original development standards adopted per the
MPDSP and is consistent with the prior entitlement approval under Planning Commission
MISC 21-0023 – Staybridge Suites
Page 6 of 7
January 10, 2023
Resolution No. 2724 regarding the building height, setbacks, parking, and number of hotel
rooms. The proposed hotel elevations show the building height of 47 feet with a butterfly roof
tower element of an additional 15 feet extending the overall height to 62 feet. Under the
MPDSP, architectural projects and towers may exceed the 50-foot hotel height standard. The
proposed hotel will have 96 rooms, the recently completed hotel has 96, totaling 192 rooms,
and falls within the allowable range of the 175 to 250 rooms allowed under the MPDSP and
CEQA Mitigated Negative Declaration. The proposed development conforms with legally
adopted development standards set forth by Planning Area 5 of the Millennium Palm Desert
Specific Plan.
B. That the design and location of the proposed development and its relationship to
neighboring existing or proposed developments and traffic is such that it will not impair the
desirability of investment or occupation in the neighborhood; and that it will not unreasonably
interfere with the use and enjoyment of neighboring existing or proposed developments and
that it will not create traffic hazards or congestion.
The proposed 4-story hotel is compatible with existing developments surrounding the project
site. The existing site has been previously approved as a two-phased hotel development with
Phase 1 (Holiday Inn Express & Suites) to the south of the proposed hotel. To the east area
of the project site is a 4-story hotel, Fairfield Inn & Suites. The northeast area includes a
federal building (Department of Motor Vehicles) and a local restaurant/brewery. The southern
area consists of a 3-story hotel (Hampton Inn & Suites) and a multi-tenant commercial
building with fast casual restaurants. The surrounding area consists of hotels and
complimentary commercial uses. The proposed hotel project will utilize egress and ingress
from Technology Drive. Under the MPDSP, a traffic study was prepared and identified
Technology Drive as a “Collector Street” with an ultimate width of a 72-foot Right of way
(ROW) which is an acceptable level of service. The site plan proposes 108 parking spaces
exceeding the minimum parking requirement of 106 parking spaces.
C. That the design and location of the proposed development is in keeping with the character
of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and
attractive development contemplated by this title and the General Plan of the City
The proposed four-story hotel is an allowable land use within Planning Area 5 of the MPDSP.
The land use and site plan were previously evaluated under Planning Commission
Resolution No. 2724 which approved the second hotel on the project site, and the project
conforms to all applicable development standards of the MPDSP. The architecture,
landscaping, building height and scale complement the recently completed Holiday Inn
Express and Suites hotel located south of the proposed project site. Existing developments
within the site vicinity are a variety of mixed uses including office, retail, restaurant, four-story
hotels, and nearby planned three-story multi-family apartment developments. The
architecture, color palette and landscaping are designed to be harmonious, orderly, and
attractive development envisioned by the General Plan and Zoning and MPDSP.
D. That the design and location of the proposed development would provide a desirable
environment for its occupants, as well as for its neighbors, and that it is aesthetically of good
composition, materials, textures, and colors.
The proposed design utilizes high-quality finishes and features a contemporary style
characterized by angular and layered pop-outs and complimentary contrasting earthtone
MISC 21-0023 – Staybridge Suites
Page 7 of 7
January 10, 2023
exterior colors. The buildings provide for a quality visual aesthetic along Technology Drive.
The project proposes extensive onsite landscaping including a mix of desert appropriate live
plant materials which is consistent with the existing newly built hotel to the south, .
E. That the proposed use conforms to all the requirements of the zone in which it is located
and all other applicable requirements.
The proposed development conforms with legally adopted development standards for
Planning Area 5 of the MPDSP. A summary of the conformance with these development
standards, including setbacks, lot coverage, building height, open space, and parking is
provided on the conformance analysis under Table 2, provided on pages four and five of this
staff report. As summarized, the project conforms with all applicable development standards.
The proposed rooftop equipment and other site utilities are screened in accordance with
PDMC 25.40.090.
F. That the overall development of the land shall be designed to ensure the protection of the
public health, safety, and general welfare.
The approved preliminary grading plan for PP18-0002 was utilized for the proposed hotel
project to ensure the design of the project incorporates the proper improvements including
adequately sized retention basins for onsite drainage. In addition, the overall building design
ensures the protection of the public health, safety, and general welfare. The proposed project
includes hard surface pedestrian pathways and connections from the public right of way to
ensure walkability throughout.
STAFF RECOMMENDATION
Staff recommends the ARC determines that the requirements of the findings have been met based
on the analysis and approves the Design Review for Case No. MISC21-0023 as presented. Any
modifications required by the ARC be added to the motion as conditions of approval.
Attachment: 1. Project Exhibits
2. Resolution No. 2724 approving Precise Plan (PP) 18-0002
3. Parcel Map (TPM) 37488
4. Notice of Action for MISC21-0023 dated November 11, 2021
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A001
SHEET INDEX
SHEET INDEX
SHEET
NO.SHEET NAME
A000 COVER SHEET
A001 SHEET INDEX
A002 CONTEXTUAL SITE PLAN
GROSS LOT AREA
NAME S.F.
TOTAL LOT AREA 37,666.39 S.F.
PROJECT INFORMATION
EDDIE SANIN
77682 COUNTRY CLUB DRIVE STE H
PALM DESERT, CA. 92211
760.409.5958
EDDIE@DESERTGATEREALESTATE.COM
OWNER
PREST VUKSIC GREENWOOD ARCHITECTS
JOHN VUKSIC
44530 SAN PABLO AVENUE, SUITE 200
PALM DESERT, CA 92260
760.779.5393
JOHNV@PVGARCH.COM
APPLICANT
ASSESSOR'S PARCEL
APN 625-091-008
.
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T E C H N O L O G Y D R I V E
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STAYBRIDGE SUITES4 STORY96 ROOMS PATIO4 STORY POOL595 SQ.FTPOOLEQUIPMENTHOLIDAY INN EXPRESS HOTEL4 STORY/ 96 ROOMSPARCEL-2BUILDING BBUILDING APOOLEQUIPMENTSTAIR 1UPUPTECHNOLOGY DRIVEPROJECT SITEPUBLICLand Planning Civil Engineering Architectural Design Structural EngineeringACE Design LLCACE Design LLCFOLSOM, CA 956301024 IRON POINT ROAD, SUITE 1046Phone: (702) 396-5113, Fax: (702)446-8155 1%GERALDFORD DRIVECITY OFPALM DESERTFRANK SINAIRA DRIVETECHNOLOGYDRIVEVARNER ROADGERALDFOOD DRIVEPORTOLA AVENUE
COOK STREET PROJECT2"(MIN.)4" CONCRETE SIDEWALK
T E C H N O L O G Y D R I V E
T E C H
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STAYBRIDGE SUITES4 STORY96 ROOMS PATIO4 STORY POOL595 SQ.FTPOOLEQUIPMENTCROSSACCESSHOLIDAY INN EXPRESS HOTEL4 STORY/ 96 ROOMSPARCEL-2BUILDING BBUILDING APOOLEQUIPMENTSTAIR 1UPUPLand Planning Civil Engineering Architectural Design Structural EngineeringACE Design LLCACE Design LLCFOLSOM, CA 956301024 IRON POINT ROAD, SUITE 1046Phone: (702) 396-5113, Fax: (702)446-8155 GERALDFORD DRIVECITY OFPALM DESERTFRANK SINAIRA DRIVETECHNOLOGYDRIVEVARNER ROADGERALDFOOD DRIVEPORTOLA AVENUE
COOK STREET PROJECTVERTICAL SEPARATION OF MINIMUM 0.5' BETWEEN WATER AND SEWER/STORM DRAINLINES TO BE PROVIDED. PLACE WATER LINE ABOVE SEWER/STORM DRAIN LINE.MAINTAIN A MINIMUM COVER OF 3.5' BETWEEN TOP OF THE WATER LINE ANDFINISHED SURFACE ELEVATION.VERTICAL SEPARATION OF MINIMUM 1.0' BETWEEN STORM DRAIN AND SEWER LINES TOBE PROVIDED.INSTALL 6" EXTRA STRENGTH VCP SEWER PIPE PER ASTM C70012INSTALL 6" SEWER CLEAN OUT PER CVWD STANDARD DETAIL NO. S-6 ON C4 SHEET.346INSTALL 10"x6"x8" TEE.7INSTALL 10" DCDA FOR FIRE WATER LINE PER CVWD STD. DWG. NO. W-50 ON C4 SHEET8PROPOSED 8" PVC C-900 FIRE WATER SERVICE LINE.9PROPOSED 6" PVC C-900 FIRE WATER SERVICE LINE.10INSTALL 8"x6"x6" TEE.INSTALL 6" GATE VALVE PER CVWD STD. DWG. NO. W-33A ON C4 SHEET11PROPOSED FIRE HYDRANT PER CVWD STD. DWG. NO. W-33A ON C4 SHEET1213INSTALL POST INDICATOR VALVE14INSTALL 6" FIRE DEPARTMENT CONNECTION15PROPOSED 3" PVC SCH 80 DOMESTIC WATER LINE.INSTALL 3" RPPA FOR DOMESTIC SERVICEPROPOSED 3" WATER METER FOR DOMESTIC SERVICE16171819PROPOSED 1.0" WATER METER FOR IRRIGATION SERVICE20INSTALL 1.0" RPPA FOR IRRIGATION LINEINSTALL 1.0" TYPE 'K' COPPER IRRIGATION WATER LINE21CONSTRUCT THRUST BLOCKS PER CVWD STD. DWG. NO. W-19/S-19 & W-20/S-20 ON C4 SHEET5INSTALL 6" CHECK VALVEINSTALL 6" SEWER CLEAN OUT PER CVWD STANDARD DETAIL NO. S-45 ON C4 SHEET.INSTALL UL LISTED 6" SINGLE PIECE CORROSION-RESISTANT STAINLESS STEEL PER DETAIL #1 ON THIS SHEET22INSTALL UL LISTED 3" SINGLE PIECE CORROSION-RESISTANT STAINLESS STEEL WATER LINE FOR DOMESTIC SERVICE23EX. UNDERGROUND CABLE LINE COMING UNDER RETENTION BASIN TO BE RELOCATED24INSTALL 90° BEND (PIPE SIZE PER PLAN)25INSTALL 11.25° BEND (PIPE SIZE PER PLAN)26INSTALL 135° BEND (PIPE SIZE PER PLAN)
T E C H N O L O G Y D R I V E
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HOLIDAY INN EXPRESS HOTEL4 STORY/ 96 ROOMSPARCEL-2BUILDING BBUILDING APOOLEQUIPMENTSTAIR 1UPUPCONTECH UNDERGROUND 60" CORRUGATED METAL PIPESTORMWATER RETENTION SYSTEM TYPICAL SECTION1Land Planning Civil Engineering Architectural Design Structural EngineeringACE Design LLCACE Design LLCFOLSOM, CA 956301024 IRON POINT ROAD, SUITE 1046Phone: (702) 396-5113, Fax: (702)446-8155 GERALDFORD DRIVECITY OFPALM DESERTFRANK SINAIRA DRIVETECHNOLOGYDRIVEVARNER ROADGERALDFOOD DRIVEPORTOLA AVENUE
COOK STREET PROJECT
Land Planning Civil Engineering Architectural Design Structural EngineeringACE Design LLCACE Design LLCFOLSOM, CA 956301024 IRON POINT ROAD, SUITE 1046Phone: (702) 396-5113, Fax: (702)446-8155 6"
AREA
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F.FIRERISER R
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102
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107
STUDI
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109
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111STUDI
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1-S2 10500884'-0"3:12:13:117'12'15'17'8' WIDE BIKE PATH114640114637GBBDE.1EBEXISTING
FAIRFIELD INN
A100.2
1
T E C H N O L O G Y D R I V ECANO
P
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A
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A
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16
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28
5 4
7
5
3
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34
10
8
17
6
15
8
8
4
STAYBRIDGE SUITES
4 STORY/ 96 ROOMS
APPROVED
HOLIDAY INN EXPRESS
4 STORY/ 96 ROOMS
2
Sheet:TECHNOLOGY DRIVE - PALM DESERT, CALIFORNIA
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PREST VUKSIC GREENWOOD
A R C H I T E C T S• I N T E R I O R S
1" = 40'-0"
A100.1
OVERALL SITE PLAN
0' 20' 40' 80'160'
PARKING DATA
PARKING SPACES REQUIRED BY CITY OF PALM DESERT:
(1.1 PARKING SPACE PER ROOM)
STAYBRIDGE SUITES
96 ROOMS X 1.1 =106 SPACES
HOLIDAY INN EXPRESS
96 ROOMS X 1.1 =106 SPACES
TOTAL PARKING REQUIRED =212 SPACES
PARKING SPACES PROVIDED ON EACH PROPERTY:
NOTE
STAYBRIDGE SUITES, PALM DESERT, WAS DESIGNED WITH A
LINEAR FOOTPRINT DUE TO THE SITE CONSTRAINTS, RATHER
THAN THE PROTOTYPICAL U-SHAPED FOOTPRINT.
ROOMS IMPACTED BY THIS DESIGN DEVIATION HAVE BEEN
ARRANGED WITHIN THE NEW FOOTPRINT AT EACH END.
STAYBRIDGE SUITES 108 SPACES
HOLIDAY INN EXPRESS 104 SPACES
TOTAL PARKING PROVIDED =212 SPACES
(2 PARKING SPACES ARE SHARED WITH STAYBRIDGE SUITES
16
11
7
16
7 10
7
6
13
34
18
PROPERTY LINEPROPERTY LINEPROPERTY LINE6
T E C H N O L O G Y D R I V EFUTURE ACCESS POINT
RETENTION
AND LANDSCAPING
PROPERTY LINE
TRASH ENCLOSURE
PROPERTY LINEENTRY
STAYBRIDGE SUITES
4 STORY/ 96 ROOMS
APPROVED HOTEL RETENTIONAND LANDSCAPING15'-0"20'-3"
CONCRETE PAD (AT LEAST
15'-0" X 16'-0" X 6"D) IN
FRONT OF ENCLOSURE
GATE TO ACCOMMODATE
WEIGHT OF TRASH TRUCK.
RESERVED PARKING
SIGNAGE FOR
CHECK-IN
(3 LOCATIONS)
OUTDOOR
LIVING
SPACE
POOL EQUIPMENT
TO BE ENCLOSED
21'-6"30'-0"
OUTDOOR
POOL
PAVILION
30' - 0" CLR18'-0"16'-6"15'-0"30'-0"
16'-6"30'-0"16'-6"15'-0"BCANOPY ABOVE
CANOPY ABOVE CANOPY ABOVE CANOPY ABOVECCC
CANOPY ABOVE
CANOPY
ABOVE
NO
PARKING
L1.1 (2)
16
11
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3
34
10
8
17
6
15
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AREA = 7600 S.F.
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014
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STUDIO KING
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STUDIO KING
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112
STUDIO KING
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1-S2
105
008
17'-0"
18'-0"
Sheet:TECHNOLOGY DRIVE - PALM DESERT, CALIFORNIA
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A R C H I T E C T S• I N T E R I O R S
1" = 20'-0"
A100.2
SITE PLAN
STAYBRIDGE SUITES
0' 10' 20' 40'80'
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Date Created
12/04/22STAYBRIDGE SUITESP.O. Box 5891 La Quinta, CA. 92248jose@garzaconcepts.com www.garzaconcepts.comLlic # 1050039 TECHNOLOGY DRIVE AND GERALD FORD
PALM DESERT, CALIFORNIA
SHEET INDEX
STAYBRIDGE SUITES
NEW LANDSCAPE CONSTRUCTION PLANS FOR:
SITE MAP
Important Notice - Underground Service Alert
Section 4216/4217 of the Government Code requires a
Dig Alert Identification Number be issued before a "Permit
to Excavate" will be valid. For your Dig Alert Identification
Number call Underground Service Alert.
TOLL FREE at 1-800-227-2600 two working days before
you dig.
Construction contractor agrees that in accordance with generally accepted construction practices,
construction contractor will be required to assume sole and complete responsibility for job site conditions
during the course of construction of the project, including safety of all persons and property, that this
requirement shall be made to apply continuously and not be limited to normal working hours, and
construction contractor further agrees to defend, indemnify and hold design professional harmless from
any and all liability, real or alleged, in connection with the performance of work on this project, excepting
liability arising from the sole negligence of design professional.
SHEET
NO. SHEET DESCRIPTION
C1.0 TITLE SHEET
L1.0 LANDSCAPE PLAN
L1.1 LANDSCAPE LEGEND
L1.2 LANDSCAPE PICTURES
L1.3 LANDSCAPE DETAILS
APN: 694-190-085 & a portion of 694-190-086
TECHNOLOGY DRIVE & GERALD FORDPALM DESERT, CALIFORNIAAPN: 694-190-085 & portion of 6994-190-086TITLE SHEETC1.0
N
PROJECTREVISED
1
2
3
4
5 GARZA CONCEPTSJOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICESPLAN CHECK BY:
APPROVED BY:
CITY ENGINEER
NOTE:
NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS.
CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE
IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING,
CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS
INSTALLED WITHING CVWD AND/OR USBR EASEMENTS
NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE
IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON
THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S
SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW
LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL.
PROJECTO LOCATION
PROJECT INFORMATION
SCOPE OF WORK:
Installation of Irrigation, Plant Material and
Landscape Lighting
LEGAL ADDRESS:
STAYBRDIGE SUITES
TECHNOLOGY DRIVE & GENERAL FORD
PALM DESERT, CALIFORNIA
PARCEL NUMBER A.P.N.
694-190-085 & portion of
694-190-086
DESIGNER:
HOURS OF CONSTRUCTION
October 1st through April 30th:
Monday - Friday: 7:00AM to 5:30PM
Saturday: 8:00AM - 5:00PM
Sunday: None
Government Code Holidays: None
No person doing or causing work prohibited by Subsection A of this section, after being informed orally or in writing that the
work has caused noise or sounds which disturb any other person's peace and quiet, shall fail, refuse or neglect to take whatever
steps or use whatever means are necessary to assure that the work does not again disturb the other person's peace and quiet.
May 1st through September 30th:
Monday - Friday: 6:00AM to 7:00PM
Saturday: 8:00AM - 5:00PM
Sunday: None
Government Code Holidays: None
PROJECT DESCRIPTION:
96 ROOM 4 STORY HOTEL
GARZA CONCEPTS
JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
Date Created
12/04/22STAYBRIDGE SUITESP.O. Box 5891 La Quinta, CA. 92248jose@garzaconcepts.com www.garzaconcepts.comLlic # 1050039 GARZA CONCEPTSJOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICESTECHNOLOGY DRIVE & GERALD FORDPALM DESERT, CALIFORNIAAPN: 694-190-085 & portion of 6994-190-086PROJECTLANDSCAPE PLANREVISED
1
2
3
4
5
L1.0PRELIMINARY12' bth 12'bth
12' bth
12' bth
12' bth
12' bth
18' bth
15' bth
12' bth
18' bth
12' bth
15' bth
18' bth
12' bth
15' bth
12' bth
12' bth 12' bth 12' bth
12' bth
Date Created
12/04/22STAYBRIDGE SUITESP.O. Box 5891 La Quinta, CA. 92248jose@garzaconcepts.com www.garzaconcepts.comLlic # 1050039 GARZA CONCEPTSJOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICESTECHNOLOGY DRIVE & GERALD FORDPALM DESERT, CALIFORNIAAPN: 694-190-085 & portion of 6994-190-086PROJECTLANDSCAPE PLANREVISED
1
2
3
4
5
L1.1
PLANT LEGEND
BOTANICAL NAME QTY
California Fan Palm
Washingtonia Fillifera
18' bth
Olea Europaea 'Swan Hill'
Swan Hill Olive
4
Carissa Macrocarpa 'Boxwood'
Beauty Natal Plum
Hesperaloe X 'Pink Parade'
Pink Parade Yucca
Dasylirion Wheeleri
Grey Desert Spoon
Carissa Macrocarpa "Green Carpet''
Green Carpet Natal Plum
Leucophyllum Zygephyllum'
Cimarron'
Cimeron
Aloe Barbadensis
Barbados Aloe
81
Agave Ocahui
Ocahui Agave
18
18
18
Acacia Aneura
Mulga Tree
15
13
21
Eremophila Hygrophana Bluebell
Emu Bush
19
Eremophila Maculata 'Valentine'
Spotted Emu Bush
19
30
Olea Europaea 'Little Ollie'
Little Illie Olive
20
Lantana Montevidensis 'Purple'
Purple Lantana
x
PRELIMINARYSYMBOL
COMMON NAME
SIZE
3
24" box
5 gal
5 gal
5 gal
5 gal
24" box
5 gal
5 gal
5 gal
5 gal
5 gal
5 gal
5 gal
MOD
MOD
LOW
LOW
MOD
MOD
LOW
MOD
LOW
MOD
LOW
LOW
MOD
.50
.50
0.2
0.2
0.2
0.5
.50
0.2
0.5
0.2
0.5
0.2
0.2
0.5
WATER
NEEDS
PLANT
FACTOR
SKINNED
NOTES
15' bth3
12' bth12
LOW BRANCHING
STANDARD
Agave Parryi
Parry's Agave
24 5 gal LOW 0.2
Lantana Montevidensis 'New Gold'
New Gold Lantana
18 5 gal MOD 0.5
LOW
Philodendron X 'Xanadu'
Philodendron
44 5 gal MOD 0.5
VINES / ESPALIER
Tecoma Capensis
Cape Honeysuckle
8 5 gal MOD 0.5
SHRUBS
PALMS & TREES
GROUND COVER
COBBLE
COPPER CANYON
3,050 sq.ft.1" - 3"
DECOMPOSED GRANITE
MOJAVE GOLD
10,082 sq.ft.3/8" MINUS
BOULDERS
DESERT SELECT
1' X 2'
2' X 3'
3' X 4'
46
28
8
Date Created
12/04/22STAYBRIDGE SUITESP.O. Box 5891 La Quinta, CA. 92248jose@garzaconcepts.com www.garzaconcepts.comLlic # 1050039 GARZA CONCEPTSJOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICESTECHNOLOGY DRIVE & GERALD FORDPALM DESERT, CALIFORNIAAPN: 694-190-085 & portion of 6994-190-086PROJECTPLANT IMAGESREVISED
1
2
3
4
5
L1.2
18' bth Olea Europaea 'Swan Hill'
Swan Hill Olive
4
Carissa Macrocarpa 'Boxwood'
Beauty Natal Plum
Hesperaloe X 'Pink Parade'
Pink Parade Yucca
Dasylirion Wheeleri
Grey Desert Spoon
Carissa Macrocarpa "Green Carpet''
Green Carpet Natal Plum
Leucophyllum Zygephyllum'
Cimarron'
Cimeron
Aloe Barbadensis
Barbados Aloe
58
Agave Ocahui
Ocahui Agave
9
8
12
Acacia Aneura
Mulga Tree
15
1321 Eremophila Hygrophana Bluebell
Emu Bush
15
Eremophila Maculata 'Valentine'
Spotted Emu Bush
19 24
Olea Europaea 'Little Ollie'
Little Illie Olive
15
Lantana Montevidensis 'Purple'
Purple Lantana
x
3 24" box
5 gal
5 gal
5 gal
5 gal
24" box
5 gal5 gal 5 gal
5 gal 5 gal
5 gal
5 gal
15' bth3
12' bth9
Agave Parryi
Parry's Agave
24 5 gal
Lantana Montevidensis 'New Gold'
New Gold Lantana
18 5 gal
Philodendron X 'Xanadu'
Philodendron
44 5 gal
Tecoma Capensis
Cape Honeysuckle
8 5 gal COBBLE
COPPER CANYON
2,406 sq.ft.1" - 3"
DECOMPOSED GRANITE
MOJAVE GOLD
8,190 sq.ft.3/8" MINUS
BOULDERS
DESERT SELECT
1' X 2'
2' X 3'
3' X 4'
46
28
8
California Fan Palm
Washingtonia Fillifera
Date Created
12/04/22STAYBRIDGE SUITESP.O. Box 5891 La Quinta, CA. 92248jose@garzaconcepts.com www.garzaconcepts.comLlic # 1050039 GARZA CONCEPTSJOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICESTECHNOLOGY DRIVE & GERALD FORDPALM DESERT, CALIFORNIAAPN: 694-190-085 & portion of 6994-190-086PROJECTLANDSCAPE DETAILSREVISED
1
2
3
4
5
L1.3
PALM TREE PLANTING NOTES
1. PALMS SHALL BE PLANTED USING ESTABLISHED PLANTING PROCEDURES NOTED ON PLANTING DETAILS.
2. PALM TREE ROOT BALLS SHALL BE TRIMMED OR CUT TO ENSURE RECOVERY FROM TRANSPLANTING SHOCK.
3. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF DELIVERY. PALM TREES DETERMINED UNHEALTHY
OR DAMAGED AT TIME OF DELIVERY OR INTALLATION SHALL BE REJECTED BY CONTRACTOR AND REPLACED
BY SUBCONTRACTOR AT HIS EXPENSE.
4. ALL PALMS SHALL BE CLEANED OF ECESSIVE DEAD AND RAGGED FRONDS OR FROND STUBBLE. CUT FRONDS
SHOULD BE CUT TO A MAXIMUM LENGHT OF 6".
5. CALLED OUT HEIGHTS OF PALMS SHALL BE THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS.
6. PALM TREES TO BE PROPERLY WATERED IN A SOIL PROPERLY TAMPED AROUND THE ROOT BALL WHEN PLANTING.
DO NOT LEAVE ANY VOIDS OF SOIL AROUND ROOT BALLS.
7. PALM TREES SHALL BE PLANTED VERTICALLY, UNLESS NOTED ON THE PLAN.
8. TRUNKS SHOULD BE ROUGHT WITH FRONDS BASES STILL SECURELY ATTACHED.
9. TRUNKS MAY NOT BE TOTALLY SKINNED UNLESS NOTED ON PLAN.
10. TRUNK BASES MAY BE SKINNED TO A MAXIMUM HEIGHT OF 3'-4" (TALLER PALM 6'-0").
11. SKINNED AREAS ABOVE THE 6'-0" MARK WILL BE ACCEPTED, AT THE DIRECTION OF THE LANDSCAPE DESIGNER.
12. CARE SHOULD BE EXERCISED IN THE CABLING DURING TRANSPORT AND PLANTING SO AS NOT TO DAMAGE BARK.
13. SEVERE CRACKING OR HOLED IN THE BASAL TRUNK AREA WILL BOT BE ACCEPTABLE.
14. ONE INITIAL WATERING WILL BE PERFORMED BY SUBCONTRACTOR. BASIN WILL BE LEFT ON EACH PALM
SO SUBSEQUENT WATERING CAN BE PERFORMED BY OTHERS. BASIN TO BE REMOVED DURING FINISH GRADING.
15. SUBCONTRACTOR TO UNTIE FROND TOPS (60) DAYS AFTER PLANTING.
16. PALM TREES SHALL BE PLANTED A MINIMUM OF 18" AWAY FROM BUILDING EAVES.
17. IT IS RECOMMENDED THAT ANY PALM TREE PLANTED WITHIN 5'-0" OF ANY WALKWAY, WALL, OR STRUCTURE
BE PLANTED WITH DEEP ROOT BARRIER TO A DEPTH OF 2'-0" MINIMUM.
18. WASHINGTONIA ROBUSTA TRUNKS ARE TO HAVE A MINIMUM DIAMETER OF 14" MEASURED 4'-0" HIGH.
19. NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO PLANTING.
PLANTING NOTES
1. BEFORE ANY PLANTS ARE PLANTED, ALL PLANTING AREAS MUST BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE
PER THE DRADING NOTES.
2. WHERE CIRCUMSTANCES PERMIT, TREES TO BE PLANTED NO CLOSER THAN 18" TO AN EDGE OF HARDSCAPE.
3. REMOVE ALL STAKES FROM VINES.
4. PLANTING MATERIAL THAT IS ACCILMATED TO THE COACHELLA VALLEY MUST BE USED WHENEVER POSSIBLE.
5. WHEN TYING VINES OR ESPALIERS, WIRES SHOULD BE SPACED AS FOLLOWS:
1ST (2) AT 1'-6" APART FROM FINISHED GRADE, THE NEXT (3) AT 1'-0" APART TO MAKE THE TOOP WIRE AT 6'-0"
ABOVE FINISHED GRADE. WIRES SHOULD BE A MINIMUM OF 8'-0" LONG CENTERE ON PLANTS. WHEN VINE
OR SPALIERS ARE CLOSER THAN 10'-0" APART, USE A CONTINUOUS WIRE BETWEEN BOTH PLANTS..
6. PLANT MATERIAL LISTED ON LEGEND MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL
COMMISSIONER'S OFFICE. LANDSCAPE CONTRATOR TO CONTACT THE DEVELOPER FOR STATUS OF
AGRUCULTURAL COMISSIONER'S APPROVAL OR DENIAL. PLANT MATIERIAL NOT CONFORMING WITH
QUARANTINE LAWS MAY BE DETROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO
INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL
MUST BE FREE RED SCALE (AONIDIELLA AURANTII).
7. NO SHRUBS ARE TO BE PLANTED WITHIN 18" OF HARDSCAPE, MEASURED FROM CENTER OF SHRUB.
DEEP ROOT BARRIER APPLICATION
1. PREPARE THE INITIAL PLANTING HOLE AS ILLUSTRATED ON PLANTING NOTES. IT'S BASED UPON THE
COMBINATION OF DESIRE BARRIER DIAMETER AND DEPTH. CONSIDER IF DRAINAGE DEVICES OR AMENDMENTS
ARE NEEDED TO CORRECT ANY ADVERSE SOIL OR PLANTING CONDTIONS IN THE BACKFILL AREA.
2. ASSEMBLE THE APPROPRATE NUMBER OF DEEP ROOT UNIVERSAL BARRIER PANELS. THE VERTICAL ROOT
DEFLECTING RIBS ON THE PANEL MUST FACE INWARD, TOWARD THE ROOT BALL. THIS IS VERY IMPORTANT,
OTHERWISE THE ROOTS WILL BECOME GIRDLED BY TRAVELING AROUND THE SMOOTH WALLED SURFACE.
3. NEXT PLACE THE BARRIER IN THE CENTER OF THE PLANTING HOLE, KEEPING IN MIND THAT THE DOUBLE
TOP EDGE OF THE BARRIER SHULD BE POSITIONED APPROXIMATELY 1/2" ABOVE GRADE. THIS HELPS RETARD
POTENTIAL ROOT OVERGROWTH WHICH CAN LEAD TO UPROOTED HARDSCAPES.
4. BACKFILL AND COMPACT WITH SOIL INSIDE THE BARRIER TO THE LEVEL WHERE THE BOTTOM OF THE ROOT
BALL APPROXIMATELY 1" ABOVE GRADE.
5. REMOVE THE TREE FROM ITS CONTAINER, OR CUT AWAY THE TOP PORTION OF BURLAP AND POSITION
IN THE CENTER OF THE BARRIER. COMPLETE THE BACKFILL OF THE SOIL. DISTRIBUTE EVENLY TO MAINTAIN
THE SHAPE OF THE BARRIER AND COMPACT THE BACKFILL EVERY 4"-6". ROOTS WILL DIE QUICKLY IF LEFT
EXPOSED TOT HE ELEMENTS SO KEEP EXPOSURE OF THE ROOTS TO A MINIMUM.
6. IF STOKING OF GUYING IS REQURED, IT IS RECOMMENDED OF USING THE SOFT, SAFE AND ECONOMICAL
ALTERNATIVE TO TRADITIONAL WIRE AND HOSE, ARBORTIE(SEE WWW.DEEPROOT.COM FOR DETAILS)
7. IF THE TREE(S) WILL BE SUBJECT TO MAINTENANCE WORK SUCH AS LAWN MOWING OR WEED TRIMMING
IT IS RECOMMENDED TO INSTALL THE ARBORGARD+ TREE TRUNK PROTECTOR WHICH IS PLACED AROUND
THE BASE OF YOUNG TREES TO PROTECT THEM FROM DAMAGE BY WEED TRIMMERS, LAWN MOWERS
AND SMALL RODENTS.
8. WATER AND FOLLOW TREE MAINTENANCE PRACTICES.
9. TREES DO REQUIRE CARE AND NURTURING AFTER PLANTING. CONSULT WITH YOUR LOCAL SUPPLIER
FOR PROPER CARE PROCEDURES FOR THE SPECIES YOU ARE PLANTING. THE PLANTING INSTRUCTION
NOTED ABOVE ARE BY NO MEANS A COMPREHENSIVE GUIDE. RATHER THEY ARE GENERAL GUIDELINES
TO PLANTING WITH DEEPROOT BARRIERS AND A SURVEY OF CURRENT PLANTING METHODS.
CONDITIONS WILL VARY HOWVER AND IT IS RECOMMENDED THAT AN ARBORIST BE CONSULTED
BEFORE PLANTING. ADDITIONAL INFORMATION IS AVAILABLE AT WWW.DEEPROOT.COM
NOTE:
NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS.
CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE
IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING,
CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS
INSTALLED WITHING CVWD AND/OR USBR EASEMENTS
NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE
IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON
THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S
SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW
LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL.
DRAINAGE STATEMENT
FOR
STAYBRIDGE SUITES
TECHNOLOGY DRIVE
PALM DESERT, CALIFORNIA
PREPARED BY:
ACE DESIGN LLC,
1024 IRON POINT ROAD, SUITE 1046
FOLSOM, CA 95630
DECEMBER 02, 2022
2
TABLE OF CONTENTS
1. INTRODUCTION: ....................................................................................................................... 3
2. PURPOSE OF THE DRAINAGE STATEMENT: .................................................................... 3
3.CONFORMANCE STATEMENT: ............................................................................................. 3
4. TOPOGRAPHY: ........................................................................................................................... 3
5. FEMA FLOODPLAIN INFORMATION: ................................................................................. 4
6. RAINDALL DEPTH: ................................................................................................................... 4
7. ON-SITE DRAINAGE AND RETENTION: .............................................................................. 4
8. STORMWATER QUALITY: ...................................................................................................... 5
APPENDIX 1 – VICINITY MAP
APPENDIX 2 – FIRM MAP
APPENDIX 3 – NOAA ATLAS 14
APPENDIX 4 – GRADING PLAN
APPENDIX 5 – RETENTION BASIN STORAGE PLAN
APPENDIX 6 – REFERENCE DRAINAGE STUDY – PAGE 75 & COMPLETE STUDY
3
1. INTRODUCTION:
This report is prepared for 1.92-acre area site, located on the west of Technology Drive,
North of the intersection of Technology Drive and Gerald Ford Drive in the City of Palm
Desert, River Side County. The Hydrology for the site has been studied earlier in “Final
Hydrology Report” prepared by MSA Engineers, Inc. for a 3.90-acre site consisting
of Staybridge Suites (1.92-acre Project site) and Holiday Inn Express site (1.98 acre)
on south. The project site will have access from Technology Drive. The site is designated
by APN 694-190-085. Refer Appendix 1 Vicinity Map submitted with this report.
The purpose of this report is to summarize the retention basin and storm water quality
storage volume required for the Staybridge Suites Site as proposed in “Final Hydrology
Report” prepared by MSA Engineers, Inc. for both Holiday Inn Express & Staybridge
Hotel site.
2. PURPOSE OF THE DRAINAGE STATEMENT:
The Site Plan for 1.92-acre site proposes to develop 96 Room Staybridge Suites hotel,
parking spaces and driveway on this site. This hotel will be constructed north of Holiday
Inn Express Hotel.
The purpose of this statement is to review the reference drainage study and its calculations.
Issue conformance statement (in case study and calculations are acceptable) and summarize
the retention storage required for the runoff generated by the project site as calculated in
the approved drainage study.
3. CONFORMANCE STATEMENT:
The “Final Hydrology Report” prepared by MSA Engineers, Inc. for both sites (Staybridge
Suites and Holiday Inn Express site) has been reviewed and ACE Design conforms to the
runoff, retention basin and WQMP volume calculated for this site in the report. The total
storm water runoff storage proposed in “Final Hydrology Report” is proposed to be
maintained in this development.
4. TOPOGRAPHY:
In present condition the site has slight desert vegetation and site has flat gradient. The site
doesn’t receive flow from offsite basins. In present condition eastern part of Technology
Drive ROW is developed. Technology Drive (Public) slopes from South to North and
Northwest direction.
4
5.FEMA FLOODPLAIN INFORMATION:
The site is in (FEMA) Flood Insurance Rate Map (FIRM) Community Panel Number
06065C1615G revised August 28, 2008. This Parcel lies within Zone X – Area of minimal
flood hazard. Refer Appendix 2 for FIRM Map submitted with this report.
6.RAINDALL DEPTH:
Precipitation depths for project site per NOAA atlas 14 are as follows:
2-year, 1-hour storm event – 0.35 inches
100-year, 1-hour storm event – 1.53 inches
100-year, 24-hour storm event – 4.49 inches
Refer Appendix 3 for NOAA atlas 14 submitted with this report
7.ON-SITE DRAINAGE AND RETENTION:
In “Final Hydrology Report” prepared by MSA Engineers, Inc., retention basins for
100-year, 24-hour storm event for complete 3.90-acre site have been proposed as there is
no storm drainage facility in the Technology drive.
The 1.92 acre Staybridge Suites site is divided into 2 drainage areas as described below:
Onsite Area 1 (Drainage Area A - “Final Hydrology Report” – further divided into 2
Parts) – This 1.16-acre area is on the north of the site, and drains towards underground
pipe and surface retention basin proposed along northern and eastern property line. This
Underground basin is proposed to be connected by a pipe to surface basin.
As per “Final Hydrology Report” prepared by MSA Engineers, Inc., a total retention
of 8,049 cubic feet is required for this area for 100-year, 24-hour storm event. Retention of
8,126 cubic feet is provided (6,004 cubic feet in underground basin and 2,122 cubic in
surface basin).
However, in construction drawings the retention volume capacity has been increased to
8,593 cubic feet (6,004 cubic feet in underground basin and 2,589 cubic feet in surface
basin).
Impervious ratio of this area is same as compared to the ratio considered in “Final
Hydrology Report” prepared by MSA Engineers, Inc., So, same retention storage
volume is proposed to be provided.
5
Onsite Area 2 (Part of Drainage Area B - “Final Hydrology Report”) – This 0.76-acre
area is on the south of the site and drains towards proposed above ground retention basin
(shared with Holiday Inn Express site). This area is part of Drainage Area B measuring
1.80 acres, consisting 0.76 acre of Staybridge site and 1.04 acre of Holiday Inn Express
site.
Retention Volume for Drainage Area B (further divided into 4 Parts) - As per “Final
Hydrology Report” prepared by MSA Engineers, Inc., a total retention volume of
11,457 cubic feet is required for this area for 100-year, 24-hour storm event. Retention of
11,526 cubic feet is provided (2,803 cubic feet in underground basin and 8,723 cubic in
surface basin).
The retention basins for this area will be provided along with the development of Holiday
Inn Express site.
Refer Appendix 4 for sheet 2-Grading plan, and Appendix 5 for sheet 3-Retention Basin
Storage Plan for conceptual grading, location of the retention basins and Onsite Area. Also
refer page number 75 of “Final Hydrology Report” for summary of the proposed retention
basins.
Refer table below for retention volume provided:
SR.
NO.
DRAINAGE
AREA
AREA IN
ACRE
RETENTION
VOLUME
REQUIRED
IN CFT
RETENTION
VOLUME
PROVIDED
IN CFT
1 Onsite-1 (Drainage
Area A) 1.16 8,049 8,593
2 Onsite-2 (Part of
Drainage Area B) 0.76
11,457 11,526
3
Holiday Inn Express
Site Area (Part of
Drainage Area B)
1.04
Total 2.96 19,506 20,119
8.STORMWATER QUALITY:
Per “Final Hydrology Report” prepared by MSA Engineers, Inc., storm water quality
volume is calculated using the Riverside County – Whitewater River Region Water Quality
plan.
6
The proposed retention volume for both onsite areas as given in table above has more
volume than the required water quality volume, so the necessary storm water treatment is
provided by the retention basins.
Refer table below for Water Quality Volume calculated in “Final Hydrology Report”
prepared by MSA Engineers, Inc. The capacity of retention basin in drainage area is
increase to 8,593 cubic feet as compared to 8,126 cubic feet in the original drainage report.
SR.
NO.
DRAINAGE
AREA
AREA IN
ACRE
RETENTION
VOLUME
REQUIRED
IN CFT
TREATMENT
PROVIDED BY
RETENTION
VOLUME
PROVIDED IN
CFT
1 Onsite-1 (Drainage
Area A) 1.16 994 8,593
2 Onsite-2 (Part of
Drainage Area B) 0.76
1,503 11,526
3
Holiday Inn Express
Site Area (Part of
Drainage Area B)
1.04
Total 2.96 2,497 20,119
National Flood Hazard Layer FIRMette
0 500 1,000 1,500 2,000250
Feet
Ü
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
SPECIAL FLOOD
HAZARD AREAS
Without Base Flood Elevation (BFE)
Zone A, V, A99
With BFE or DepthZone AE, AO, AH, VE, AR
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mileZone X
Future Conditions 1% Annual
Chance Flood HazardZone X
Area with Reduced Flood Risk due to
Levee. See Notes.Zone X
Area with Flood Risk due to LeveeZone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood HazardZone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Base Flood Elevation Line (BFE)
Effective LOMRs
Limit of Study
Jurisdiction Boundary
Digital Data Available
No Digital Data Available
Unmapped
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 7/2/2021 at 1:39 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
Legend
OTHER AREAS OF
FLOOD HAZARD
OTHER AREAS
GENERAL
STRUCTURES
OTHER
FEATURES
MAP PANELS
8
B 20.2
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
1:6,000
116°21'46"W 33°47'20"N
116°21'9"W 33°46'51"N
Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020
T E C H N O L O G Y D R I V E
T E C H
N
O
L
O
G
Y
D R I
V
ENOPARK
ING
STAYBRIDGE SUITES4 STORY96 ROOMS PATIO4 STORY POOL595 SQ.FTPOOLEQUIPMENTHOLIDAY INN EXPRESS HOTEL4 STORY/ 96 ROOMSPARCEL-2BUILDING BBUILDING APOOLEQUIPMENTSTAIR 1UPUPTECHNOLOGY DRIVEPROJECT SITEPUBLICLand Planning Civil Engineering Architectural Design Structural EngineeringACE Design LLCACE Design LLCFOLSOM, CA 956301024 IRON POINT ROAD, SUITE 1046Phone: (702) 396-5113, Fax: (702)446-8155 1%GERALDFORD DRIVECITY OFPALM DESERTFRANK SINAIRA DRIVETECHNOLOGYDRIVEVARNER ROADGERALDFOOD DRIVEPORTOLA AVENUE
COOK STREET PROJECT2"(MIN.)4" CONCRETE SIDEWALK
T E C H N O L O G Y D R I V E
T E C H
N
O
L
O
G
Y
D R I
V
ENOPARK
ING
STAYBRIDGE SUITE
S
4 STORY96 ROOMS P
A
T
I
O
4 STORY POOL595 SQ.FTPOOLEQUIPMENT
HOLIDAY INN EXPRESS HOTEL4 STORY/ 96 ROOMSPARCEL-2BUILDING BBUILDING APOOLEQUIPMENTSTAIR 1UPUPCONTECH UNDERGROUND 60" CORRUGATED METAL PIPESTORMWATER RETENTION SYSTEM TYPICAL SECTION1Land Planning Civil Engineering Architectural Design Structural EngineeringACE Design LLCACE Design LLCFOLSOM, CA 956301024 IRON POINT ROAD, SUITE 1046Phone: (702) 396-5113, Fax: (702)446-8155 GERALDFORD DRIVECITY OFPALM DESERTFRANK SINAIRA DRIVETECHNOLOGYDRIVEVARNER ROADGERALDFOOD DRIVEPORTOLA AVENUE
COOK STREET PROJECT
N O
P A R K IN G
N O
P A R K IN G
N O
P A R K IN G
NOPARKINGNOPARKINGNOPARKINGTECHNOLOGYDRIVEH O TELFF=170.37PE=169.9
R:\2438\ACAD\Hydrology\Final\2438 FINAL SUH HYDROLOGY EXHIBIT.dwg, 6/4/2019 1:36:47 PM, jsanagustin, MSA Consulting, Inc.
SHEET
SHEETS
1
OF
1
N.T.S.
VICINITY MAPPORTOLA AVENUE
CITY OFPALM DESERT
FRANK SINATRA DRIVE
GERALD
GERALD
FO
RD
DRIVE
VARNER
RO
A
D
I-10
COOK STREET
FORD DRIVE
TEC
H
N
OLO
G
Y
DRIVE
IN THE CITY OF DESERT HOT SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PARCEL MAP 37488FINAL HYDROLOGY EXHIBIT
RCFCD SYNTHETIC UNIT (SHORTCUT METHOD)
DATA TABLE
ASSESSOR'S PARCEL NUMBERS:
EXHIBIT DATE: JUNE 4, 2019
SOURCE OF TOPOGRAPHY:
ADDRESS:
DATE OF TOPOGRAPHY:TELEPHONE:
PUBLIC UTILITY PURVEYORS:
SOUTHERN CALIFORNIA EDISON
SOUTHERN CALIFORNIA GAS COMPANY
VERIZON COMPANY
COACHELLA VALLEY WATER DISTRICT
TIME WARNER CABLE
COACHELLA VALLEY WATER DISTRICT
UNDERGROUND SERVICE ALERT
EXISTING ZONING:
PROPOSED ZONING:
EXISTING GENERAL PLAN LAND USE:
PROPOSED GENERAL PLAN LAND USE:
PLANNED COMMERCIAL
LAND USE DESCRIPTION:ACREAGE:
EXISTING EASEMENT NOTES:
FEMA FLOOD ZONE DESIGNATION:
EXHIBIT PREPARER:
ADDRESS:
MSA CONSULTING, INC.
34200 BOB HOPE DRIVERANCHO MIRAGE, CALIFORNIA 92270
CONTACT:JULIAN A. DE LA TORRE (PE C43880)TELEPHONE:(760) 320-9811
APPLICANT /
ADDRESS:
CONTACT:TELEPHONE:
REVISIONS
NO.DATE
LIQUEFACTION:MODERATE LIQUEFACTION ZONE
NOTES:1.
2.
LEGAL DESCRIPTION:
(760) 324-4991
(800) 427-2200
(800) 483-5000
(760) 398-2651
(760) 340-1312
(760) 398-2651
(800) 227-2600
DESCRIPTION
LAND OWNER:
THIS MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF THE LAND DIVIDER.
THERE ARE NO EXISTING DWELLINGS, BUILDINGS, OR OTHER STRUCTURES KNOWN ONTHIS PROPERTY.
ELECTRIC
GAS
TELEPHONE
WATER
CABLE
SEWER
USA
694-190-085 & A PORTION OF 694-190-086
DIGITAL MAPPING, INC.
21062 BROOKHURST STREET - SUITE 101HUNTINGTON BEACH, CALIFORNIA 92646
01-31-13 / 06-22-14 (714) 968-5459
EXISTING GROSS ACREAGE:3.92 AC.
44530 SAN PABLO AVENUE - SUITE 200PALM DESERT, CALIFORNIA 92260
DAVID PREST (760) 779-5393
PROPOSED PARCEL NO. 2 1.98 AC.
TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN.PARCEL 5 & A PORTION OF PARCEL 6 OF PM 239/9-15 OF THE NORTH 1/2 OF SECTION 33,
1.89 AC.PROPOSED PARCEL NO. 1
AN EASEMENT IN FAVOR OF VERIZON CALIFORNIA INC. FOR PUBLIC UTILITIES ANDINCIDENTAL PURPOSES, RECORDED SEPTEMBER 13, 2016 AS INSTRUMENT NO. 2016-0396230
PROPOSED RIGHT OF WAY DEDICATION (TECHNOLOGY DRIVE):0.05 AC.
PROPOSED NET ACREAGE:3.87 AC.
PREST VUKSIC ARCHITECTS
OF OFFICIAL RECORDS. (TO BE RELOCATED)1
PLANNED COMMERCIAL
NEIGHBORHOOD CENTER
NEIGHBORHOOD CENTER
ZONE X - AREAS OF MINIMAL FLOOD HAZARD
AS SHOWN ON RIVERSIDE COUNTY, CALIFORNIA, FLOOD INSURANCE RATE MAPS,COMMUNITY PANEL MAP NUMBERS 06065C1615GEFFECTIVE DATE: AUGUST 28, 2008.7'3.5'3.5'7'
3.5'3.5'
1'1'1'1'1
1
N O
P A R K IN G
N O
P A R K IN G
N O
P A R K IN G
NOPARKINGNOPARKINGNOPARKINGTECHNOLOGYDRIVEH O TELFF=170.37PE=169.9
R:\2438\ACAD\Hydrology\Final\2438 FINAL SUH HYDROLOGY EXHIBIT.dwg, 6/4/2019 1:36:47 PM, jsanagustin, MSA Consulting, Inc.
SHEET
SHEETS
1
OF
1
N.T.S.
VICINITY MAPPORTOLA AVENUE
CITY OFPALM DESERT
FRANK SINATRA DRIVE
GERALD
GERALD
FO
RD
DRIVE
VARNER
RO
A
D
I-10
COOK STREET
FORD DRIVE
TEC
H
N
OLO
G
Y
DRIVE
IN THE CITY OF DESERT HOT SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PARCEL MAP 37488FINAL HYDROLOGY EXHIBIT
RCFCD SYNTHETIC UNIT (SHORTCUT METHOD)
DATA TABLE
ASSESSOR'S PARCEL NUMBERS:
EXHIBIT DATE: JUNE 4, 2019
SOURCE OF TOPOGRAPHY:
ADDRESS:
DATE OF TOPOGRAPHY:TELEPHONE:
PUBLIC UTILITY PURVEYORS:
SOUTHERN CALIFORNIA EDISON
SOUTHERN CALIFORNIA GAS COMPANY
VERIZON COMPANY
COACHELLA VALLEY WATER DISTRICT
TIME WARNER CABLE
COACHELLA VALLEY WATER DISTRICT
UNDERGROUND SERVICE ALERT
EXISTING ZONING:
PROPOSED ZONING:
EXISTING GENERAL PLAN LAND USE:
PROPOSED GENERAL PLAN LAND USE:
PLANNED COMMERCIAL
LAND USE DESCRIPTION:ACREAGE:
EXISTING EASEMENT NOTES:
FEMA FLOOD ZONE DESIGNATION:
EXHIBIT PREPARER:
ADDRESS:
MSA CONSULTING, INC.
34200 BOB HOPE DRIVERANCHO MIRAGE, CALIFORNIA 92270
CONTACT:JULIAN A. DE LA TORRE (PE C43880)TELEPHONE:(760) 320-9811
APPLICANT /
ADDRESS:
CONTACT:TELEPHONE:
REVISIONS
NO.DATE
LIQUEFACTION:MODERATE LIQUEFACTION ZONE
NOTES:1.
2.
LEGAL DESCRIPTION:
(760) 324-4991
(800) 427-2200
(800) 483-5000
(760) 398-2651
(760) 340-1312
(760) 398-2651
(800) 227-2600
DESCRIPTION
LAND OWNER:
THIS MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF THE LAND DIVIDER.
THERE ARE NO EXISTING DWELLINGS, BUILDINGS, OR OTHER STRUCTURES KNOWN ONTHIS PROPERTY.
ELECTRIC
GAS
TELEPHONE
WATER
CABLE
SEWER
USA
694-190-085 & A PORTION OF 694-190-086
DIGITAL MAPPING, INC.
21062 BROOKHURST STREET - SUITE 101HUNTINGTON BEACH, CALIFORNIA 92646
01-31-13 / 06-22-14 (714) 968-5459
EXISTING GROSS ACREAGE:3.92 AC.
44530 SAN PABLO AVENUE - SUITE 200PALM DESERT, CALIFORNIA 92260
DAVID PREST (760) 779-5393
PROPOSED PARCEL NO. 2 1.98 AC.
TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN.PARCEL 5 & A PORTION OF PARCEL 6 OF PM 239/9-15 OF THE NORTH 1/2 OF SECTION 33,
1.89 AC.PROPOSED PARCEL NO. 1
AN EASEMENT IN FAVOR OF VERIZON CALIFORNIA INC. FOR PUBLIC UTILITIES ANDINCIDENTAL PURPOSES, RECORDED SEPTEMBER 13, 2016 AS INSTRUMENT NO. 2016-0396230
PROPOSED RIGHT OF WAY DEDICATION (TECHNOLOGY DRIVE):0.05 AC.
PROPOSED NET ACREAGE:3.87 AC.
PREST VUKSIC ARCHITECTS
OF OFFICIAL RECORDS. (TO BE RELOCATED)1
PLANNED COMMERCIAL
NEIGHBORHOOD CENTER
NEIGHBORHOOD CENTER
ZONE X - AREAS OF MINIMAL FLOOD HAZARD
AS SHOWN ON RIVERSIDE COUNTY, CALIFORNIA, FLOOD INSURANCE RATE MAPS,COMMUNITY PANEL MAP NUMBERS 06065C1615GEFFECTIVE DATE: AUGUST 28, 2008.7'3.5'3.5'7'
3.5'3.5'
1'1'1'1'1
1
TECHNOLOGYDRIVEH O TELFF=170.37PE=169.9
POOL
WS= 170.00
N O
PA R K IN G
N O
PA R K IN G
N O
PA R K IN G
NOPARKINGNOPARKINGNOPARKINGR:\2438\ACAD\Hydrology\Final\2438 FINAL RATIONAL HYDROLOGY EXHIBIT.dwg, 6/4/2019 1:31:00 PM, jsanagustin, MSA Consulting, Inc.
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SHEETS
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1
IN THE CITY OF DESERT HOT SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PARCEL MAP 37488FINAL HYDROLOGY EXHIBIT
RCFCD RATIONAL METHOD ANALYSES
N.T.S.
VICINITY MAPPORTOLA AVENUE
CITY OFPALM DESERT
FRANK SINATRA DRIVE
GERALD
GERALD
FO
RD
DRIVE
VARNER
RO
A
D
I-10
COOK STREET
FORD DRIVE
TEC
H
N
OLO
GY
DRIVE
DATA TABLE
ASSESSOR'S PARCEL NUMBERS:
EXHIBIT DATE: JUNE 4, 2019
SOURCE OF TOPOGRAPHY:
ADDRESS:
DATE OF TOPOGRAPHY:TELEPHONE:
PUBLIC UTILITY PURVEYORS:
SOUTHERN CALIFORNIA EDISON
SOUTHERN CALIFORNIA GAS COMPANY
VERIZON COMPANY
COACHELLA VALLEY WATER DISTRICT
TIME WARNER CABLE
COACHELLA VALLEY WATER DISTRICT
UNDERGROUND SERVICE ALERT
EXISTING ZONING:
PROPOSED ZONING:
EXISTING GENERAL PLAN LAND USE:
PROPOSED GENERAL PLAN LAND USE:
PLANNED COMMERCIAL
LAND USE DESCRIPTION:ACREAGE:
EXISTING EASEMENT NOTES:
FEMA FLOOD ZONE DESIGNATION:
EXHIBIT PREPARER:
ADDRESS:
MSA CONSULTING, INC.
34200 BOB HOPE DRIVERANCHO MIRAGE, CALIFORNIA 92270
CONTACT:JULIAN A. DE LA TORRE (PE C43880)TELEPHONE:(760) 320-9811
APPLICANT /
ADDRESS:
CONTACT:TELEPHONE:
REVISIONS
NO.DATE
LIQUEFACTION:MODERATE LIQUEFACTION ZONE
NOTES:1.
2.
LEGAL DESCRIPTION:
(760) 324-4991
(800) 427-2200
(800) 483-5000
(760) 398-2651
(760) 340-1312
(760) 398-2651
(800) 227-2600
DESCRIPTION
LAND OWNER:
THIS MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF THE LAND DIVIDER.
THERE ARE NO EXISTING DWELLINGS, BUILDINGS, OR OTHER STRUCTURES KNOWN ONTHIS PROPERTY.
ELECTRIC
GAS
TELEPHONE
WATER
CABLE
SEWER
USA
694-190-085 & A PORTION OF 694-190-086
DIGITAL MAPPING, INC.
21062 BROOKHURST STREET - SUITE 101HUNTINGTON BEACH, CALIFORNIA 92646
01-31-13 / 06-22-14 (714) 968-5459
EXISTING GROSS ACREAGE:3.92 AC.
44530 SAN PABLO AVENUE - SUITE 200PALM DESERT, CALIFORNIA 92260
DAVID PREST (760) 779-5393
PROPOSED PARCEL NO. 2 1.98 AC.
TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN.PARCEL 5 & A PORTION OF PARCEL 6 OF PM 239/9-15 OF THE NORTH 1/2 OF SECTION 33,
1.89 AC.PROPOSED PARCEL NO. 1
AN EASEMENT IN FAVOR OF VERIZON CALIFORNIA INC. FOR PUBLIC UTILITIES ANDINCIDENTAL PURPOSES, RECORDED SEPTEMBER 13, 2016 AS INSTRUMENT NO. 2016-0396230
PROPOSED RIGHT OF WAY DEDICATION (TECHNOLOGY DRIVE):0.05 AC.
PROPOSED NET ACREAGE:3.87 AC.
PREST VUKSIC ARCHITECTS
OF OFFICIAL RECORDS. (TO BE RELOCATED)1
PLANNED COMMERCIAL
NEIGHBORHOOD CENTER
NEIGHBORHOOD CENTER
ZONE X - AREAS OF MINIMAL FLOOD HAZARD
AS SHOWN ON RIVERSIDE COUNTY, CALIFORNIA, FLOOD INSURANCE RATE MAPS,COMMUNITY PANEL MAP NUMBERS 06065C1615GEFFECTIVE DATE: AUGUST 28, 2008.
1
1
N O
P A R K IN G
N O
P A R K IN G
N O
P A R K IN G
NOPARKINGNOPARKINGNOPARKINGFU TU REH O TELFF=170.37PE=169.9
POOL
WS= 170.00
R:\2438\ACAD\Grading\Preliminary\2438 PRELIMINARY GRADING PLAN.dwg, 6/4/2019 1:42:20 PM, jsanagustin, MSA Consulting, Inc.
SHEET
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1
OF
1
DATA TABLE
ASSESSOR'S PARCEL NUMBERS:
EXHIBIT DATE: JUNE 4, 2019
SOURCE OF TOPOGRAPHY:
ADDRESS:
DATE OF TOPOGRAPHY:TELEPHONE:
PUBLIC UTILITY PURVEYORS:
SOUTHERN CALIFORNIA EDISON
SOUTHERN CALIFORNIA GAS COMPANY
VERIZON COMPANY
COACHELLA VALLEY WATER DISTRICT
TIME WARNER CABLE
COACHELLA VALLEY WATER DISTRICT
UNDERGROUND SERVICE ALERT
EXISTING ZONING:
PROPOSED ZONING:
EXISTING GENERAL PLAN LAND USE:
PROPOSED GENERAL PLAN LAND USE:
PLANNED COMMERCIAL
LAND USE DESCRIPTION:ACREAGE:
EXISTING EASEMENT NOTES:
FEMA FLOOD ZONE DESIGNATION:
EXHIBIT PREPARER:
ADDRESS:
MSA CONSULTING, INC.
34200 BOB HOPE DRIVERANCHO MIRAGE, CALIFORNIA 92270
CONTACT:JULIAN A. DE LA TORRE (PE C43880)TELEPHONE:(760) 320-9811
APPLICANT /
ADDRESS:
CONTACT:TELEPHONE:
REVISIONS
NO.DATE
LIQUEFACTION:MODERATE LIQUEFACTION ZONE
NOTES:1.
2.
IN THE CITY OF PALM DESERT, THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
LEGAL DESCRIPTION:
(760) 324-4991
(800) 427-2200
(800) 483-5000
(760) 398-2651
(760) 340-1312
(760) 398-2651
(800) 227-2600
DESCRIPTION
EAST
NORTH
SOUTH
WEST
CENTERLINE
EASEMENT
EXISTING
NUMBER
PROPOSED
RIGHT OF WAY
TYPICAL
(E)
(N)
(S)
(W)
C/L
ESMT.
EX.
NO.
PROP.
R/W
TYP.
ABBREVIATIONS
P.U.E.PUBLIC UTILITY EASEMENT
ACREAGEAC
CURB AND GUTTERC&G
ASSESSORS PARCEL NUMBERAPN
E/P EDGE OF PAVEMENT
SF SQUARE FEET
RADIUSR
STANDARDSTD.
A.C.ASPHALT CONCRETE
P/L PROPERTY LINE
N.T.S.NOT TO SCALE
MIN.MINIMUM
MAX.MAXIMUM
EXISTING OVERHEAD TELEPHONE
EXISTING IRRIGATION
EXISTING GAS
EXISTING SEWER
EXISTING RIGHT OF WAY
EXISTING EASEMENT
EXISTING ELECTRIC
PROPOSED CURB
PROPOSED EASEMENT
EXISTING CITY / COUNTY LIMITS
EXISTING SEWER FORCE MAIN
EXISTING IRRIGATION DRAIN LINE
EXISTING CABLE
EXISTING CONTOURS
EXISTING SPOT ELEVATIONS
LEGEND
EXISTING WATER
EXISTING EASEMENT DELTA
EXISTING LOT LINE
PROPOSED RIGHT OF WAY
EXISTING TELEPHONE
R-L LOW DENSITY (RESIDENTIAL)
UG UNDERGROUND
BOUNDARYBNDRY
OVERHEADO/H
OPEN SPACE / PARKSOS/PP
EXISTING EDGE OF PAVEMENT
PAGEPG.
M.B.MAP BOOK
PROPOSED AND EXISTING CENTER LINE
TENTATIVE TRACT MAP BOUNDARY
EXISTING TRACT MAP BOUNDARY
LAND OWNER:
THIS MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF THE LAND DIVIDER.
THERE ARE NO EXISTING DWELLINGS, BUILDINGS, OR OTHER STRUCTURES KNOWN ONTHIS PROPERTY.
ELECTRIC
GAS
TELEPHONE
WATER
CABLE
SEWER
USA
N.T.S.
VICINITY MAPPORTOLA AVENUE
CITY OFPALM DESERT
FRANK SINATRA DRIVE
GERALD
GERALD
FO
RD
DRIVE
VARNER
RO
A
D
I-10
COOK STREET
FORD DRIVE
TEC
HN
OLO
GY
DRIVE
PARCEL MAP NO. 37488
694-190-085 & A PORTION OF 694-190-086
DIGITAL MAPPING, INC.
21062 BROOKHURST STREET - SUITE 101HUNTINGTON BEACH, CALIFORNIA 92646
01-31-13 / 06-22-14 (714) 968-5459
EXISTING GROSS ACREAGE:3.92 AC.
44530 SAN PABLO AVENUE - SUITE 200PALM DESERT, CALIFORNIA 92260
DAVID PREST (760) 779-5393
PROPOSED PARCEL NO. 2 1.98 AC.
TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN.PARCEL 5 & A PORTION OF PARCEL 6 OF PM 239/9-15 OF THE NORTH 1/2 OF SECTION 33,
1.89 AC.PROPOSED PARCEL NO. 1
AN EASEMENT IN FAVOR OF VERIZON CALIFORNIA INC. FOR PUBLIC UTILITIES ANDINCIDENTAL PURPOSES, RECORDED SEPTEMBER 13, 2016 AS INSTRUMENT NO. 2016-0396230
PROPOSED RIGHT OF WAY DEDICATION (TECHNOLOGY DRIVE):0.05 AC.
PROPOSED NET ACREAGE:3.87 AC.
PREST VUKSIC ARCHITECTS
OF OFFICIAL RECORDS. (TO BE RELOCATED)1
PLANNED COMMERCIAL
NEIGHBORHOOD CENTER
NEIGHBORHOOD CENTER
ZONE X - AREAS OF MINIMAL FLOOD HAZARD
AS SHOWN ON RIVERSIDE COUNTY, CALIFORNIA, FLOOD INSURANCE RATE MAPS,COMMUNITY PANEL MAP NUMBERS 06065C1615GEFFECTIVE DATE: AUGUST 28, 2008.
12'12'
SECTION A-A
TECHNOLOGY DRIVE
(COMMERCIAL INDUSTRIAL)
72' (ULTIMATE R/W)
6.5'12'8'
26'
36'
(PUBLIC ROAD)
N.T.S.
26'
6.5'3.5'
10'
3.5'
10'
36'
2%
PROPOSED
SIDEWALK
8'
CL
R/W
PROP.
TRAVEL LANE TRAVEL LANEPAINTED MEDIAN EXISTING
SIDEWALK
12'12'
SECTION B-B
TECHNOLOGY DRIVE
(COMMERCIAL INDUSTRIAL)
77' (ULTIMATE R/W)
6.5'12'8'
26'
36'
26'
10'3.5'
10'15'
41'
2%
A.C. PAVEMENT
OVER A.B.
ADA
WALK
8'
CL
R/W
ULTIMATER/W
PROP.
TRAVEL LANE TRAVEL LANEPAINTED MEDIAN EXISTING
SIDEWALK
VARIES 36' TO 40'R/W
EX.
VARIES 32' TO 36'R/W
EX.
1
PROPOSED
A.C. PAVEMENT
OVER A.B.
EXISTING
CURB AND
EXISTING
GUTTER
A.C. PAVEMENT
OVER A.B.
PROPOSED
A.C. PAVEMENT
OVER A.B.
EXISTING
CURB AND
EXISTING
GUTTER
CURB AND
PROPOSED
GUTTER
5'
DRIVEWAY
APPROACHA.C. PAVEMENT
OVER A.B.
PROPOSED PR.PROPOSED
NOTE : SIDEWALK CROSS-SLOPE
1
CONCEPTUAL GRADING AND DRAINAGE PLAN
3 6 '36'36'R/W
ULTIMATE
VARIES 36' TO 40'R/W
EX.
VARIES 32' TO 36'R/W
EX.
(CITY STD. NO. 308)
N.T.S.
(CITY STD. NO. 308)
(PUBLIC ROAD)
36'
NOPARKINGNOPARKINGNOPARKINGN.T.S.
VICINITY MAPPORTOLA AVENUE
CITY OFPALM DESERT
FRANK SINATRA DRIVE
GERALD
GERALD
FO
RD
DRIVE
V
ARNER
RO
A
D
I-10
COOK STREET
FORD DRIVE
TEC
HN
OLO
GY
DRIVE
R:\2438\ACAD\Grading\Precise\Phase 1\2438 PG 01.dwg, 6/4/2019 1:46:24 PM, jsanagustin, MSA Consulting, Inc.
NOPARKINGNOPARKINGR:\2438\ACAD\Grading\Precise\Phase 1\2438 PG 02.dwg, 6/4/2019 1:47:03 PM, jsanagustin, MSA Consulting, Inc.
NOPARKINGR:\2438\ACAD\Grading\Precise\Phase 1\2438 PG 03.dwg, 6/4/2019 1:47:32 PM, jsanagustin, MSA Consulting, Inc.
R:\2438\ACAD\Grading\Precise\Phase 1\2438 PG 04.dwg, 6/4/2019 1:48:03 PM, jsanagustin, MSA Consulting, Inc.
R:\2438\ACAD\Grading\Precise\Phase 1\2438 PG 05.dwg, 6/4/2019 1:48:34 PM, jsanagustin, MSA Consulting, Inc.
MINIMUM
FINE $250
ACCESSIBLEVAN
R:\2438\ACAD\Grading\Precise\Phase 1\2438 PG 06.dwg, 6/4/2019 1:48:59 PM, jsanagustin, MSA Consulting, Inc.
R:\2438\ACAD\Grading\Precise\Phase 1\2438 PG 07.dwg, 6/4/2019 1:49:24 PM, jsanagustin, MSA Consulting, Inc.
ARCHITECTURAL REVIEW COMMISSION
NOTICE OF ACTION
November 10, 2021
ACE Design, LLC
2795 E. Bidwell St., Suite 100-318
Folsom, CA 95630
Subject: Preliminary review and discussion to provide architectural comments on the
proposed four-story Staybridge Suites hotel.
The Architectural Review Commission of the City of Palm Desert considered your request at
its meeting of October 26, 2021:
Design comments were provided by the Commission for the applicant’s consideration
for Case No. MISC 21-0023. To view video or audio for the discussion on this item,
including comments provided by the Commission, please visit the Architectural Review
Commission Information Center website at, https://www.cityofpalmdesert.org/our-
city/committees-and-commissions/architectural-review-commission-information-center.
If you have any questions, please contact Associate Planner, Kevin Swartz, at (760) 346-
0611, Extension 485 or kswartz@cityofpalmdesert.org.
Sincerely,
ROSIE LUA, SECRETARY
ARCHITECTURAL REVIEW COMMISSION
cc: File
CITY OF PALM DESERTATTENDANCE REPORTAdvisory Body: Architectural Review CommissionPrepared By:YearMonthDate 11‐Jan 25‐Jan 8‐Feb 22‐Feb 8‐Mar 22‐Mar 12‐Apr 26‐Apr 10‐May 24‐May 14‐Jun 28‐Jun 12‐Jul 26‐Jul 9‐Aug 23‐Aug 13‐Sep 27‐Sep 11‐Oct 25‐Oct 8‐Nov 22‐Nov 13‐Dec 27‐DecColvard, Dean WallacePPPPPPAP‐11Latkovic, NicholasPPPP‐PPPP PPP‐‐‐PPPPPPPP‐00McAuliffe, MichaelPPPP‐PPPA PPP‐‐‐PAPPPPPP‐22McIntosh, JamesPPPP‐PPAP PPA‐‐‐PPAPPAAP‐55Sanchez, FranciscoPPPPP P P‐00Vuksic, JohnPPPP‐PPPP PPP‐‐‐PPPPPPPA‐11Vacancy00Palm Desert Municipal Code 2.34.010:Twice Monthly: Six unexcused absences from regular meetings in any twelve‐month period shall constitute an automatic resignation of members holding office on boards that meet twice monthly.Total Unexcused AbsencesJan Feb Mar Apr May Jun Jul Aug Sep2022 2022 2022 2022 2022Total AbsencesOct Nov DecM. Gonzalez2022 20222022 2022 2022 2022 2022