HomeMy WebLinkAbout2024-05-28 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 2449, this meeting may be conducted as a hybrid meeting
allowing public access via teleconference or in person.
• 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@palmdesert.gov. 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
Calendar within the three-minute time limit. Individual items may be removed by Commissioners
for a separate discussion.
A. APPROVAL OF MINUTES
RECOMMENDATION: Approve the Architectural Review Commission Regular Meeting
minutes of May 14, 2024.
Tuesday
May 28, 2024
12:30 p.m.
Regular Meeting
Architectural Review Commission Agenda May 28, 2024
City of Palm Desert Page 2
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: DR23-0015
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design
Review for the architecture and landscaping associated with an outdoor patio remodel
for Wildest Restaurant at 72990 El Paseo, Suite #3
APPLICANT AND ADDRESS: Charissa Farley – Hay, Palm Desert, CA 92255
LOCATION: 72990 El Paseo, Suite #3
ZONE: Planned Commercial – 3 (P.C.-3)
RECOMMENDATION:
The ARC determines that the requirements of the findings have been met based on
the analysis and approves the Design Review.
6. NON-ACTION ITEMS
None
7. INFORMATIONAL REPORTS & COMMENTS
A. ARCHITECTURAL REVIEW COMMISSIONERS
B. CITY STAFF
C. ATTENDANCE REPORT
8. ADJOURNMENT: The next Regular Meeting will be held on June 11, 2024, at 12:30 p.m.
Architectural Review Commission Agenda May 28, 2024
City of Palm Desert Page 3
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.palmdesert.gov.
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 2449, this meeting may be conducted as a hybrid meeting
allowing public access via teleconference or in person.
1. CALL TO ORDER
A Regular Meeting of the Architectural Review Commission (ARC) was called to order by
Chair Vuksic on Tuesday, May 14, 2024, at 12:30p.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 Jim McIntosh, Francisco Sanchez, and Chair John Vuksic.
Absent: Commissioner James Edward Blakeley
City Staff
Present: Richard Cannone, Development Services Director; Carlos Flores, Principal
Planner; Nick Melloni, Principal Planner, Kenny Taylor, Associate Planner; and
Melinda Gonzalez, Recording Secretary, were present at Roll Call.
3. NON-AGENDA PUBLIC COMMENT
Chair Vuksic opened and closed the non-agenda public comment period. No public comments
were provided.
4. CONSENT CALENDAR
Associated documentation and video on the following item can be viewed on the Architectural
Review Commission Information webpage at, https://www.palmdesert.gov/our-
city/committees-and-commissions/commission-information.
Chair Vuksic opened and closed the public comment period for the Consent Calendar. No
public comments were provided.
Tuesday
May 14, 2024
12:30 p.m.
Regular Meeting
Architectural Review Commission Minutes May 14, 2024
City of Palm Desert Page 2
ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES
A. APPROVAL OF MINUTES
MOTION BY COMMISSIONER COLVARD, SECOND BY COMMISSIONER
MCAULIFFE, CARRIED 6-0, (COMMISSIONER BLAKELEY ABSENT); to approve the
Architectural Review Commission Regular Meeting minutes of April 23, 2024.
CONSENT ITEMS HELD OVER
None
5. ACTION CALENDAR
A. FINAL DRAWINGS
1. CASE NO: MISC24-0002 (Continued from March 12, 2024)
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration for approval of a
façade renovation and architectural improvements for a new jewelry store Hope
Diamonds & Company at 72990 Highway 111.
APPLICANT AND ADDRESS: German Santamaria Design, Palm Desert, CA 92211
LOCATION: 72990 Highway 111
ZONE: Regional Commercial Center (PC-3)
Associate Planner, Kenny Taylor, narrated a PowerPoint presentation on the item and
responded to Commission inquiries. German Santamaria, Applicant, was present in-
person.
Chair Vuksic opened the public comment period and invited the applicant to speak.
German Santamaria, Applicant, introduced himself and answered questions from the
Commission. With no other members of the public wishing to comment, Chair Vuksic
closed the public comment period. Discussion on the item ensued with Commissioners
providing comments for the project.
Following discussion, MOTION BY CHAIR VUKSIC, SECOND BY VICE CHAIR
MCINTOSH, CARRIED 6-0 (COMMISSIONER BLAKELEY ABSENT); to continue
Case No. MISC24-0002 with the following comments:
1. 3D renderings should match plan.
2. All information on plans should be consistent.
3. Show new landscape screening for a/c units.
4. Provide details for tops of parapets and gold banding proposed at the center of the
building.
5. Provide details and information for proposed shadow boxes and illustrate them
accurately on elevations.
2. CASE NO: Design Review (MISC) 23-0049 (Continued from April 9, 2024)
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design
Review to modify the approved architecture associated with a Precise Plan to develop
a 120-unit residential detached development within University Park.
Architectural Review Commission Minutes May 14, 2024
City of Palm Desert Page 3
ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES
APPLICANT AND ADDRESS: Toll West Coast, LLC, Irvine, CA 92602
LOCATION: Planning Area 3 of the University Park Master Plan (within the University
Neighborhood Specific Plan)
ZONE: Planned Residential – 18 (PR-18)
Commissioner Sanchez announced his recusal as his firm was retained for services
related to this project and left the conference room.
Principal Planner, Carlos Flores, narrated a PowerPoint presentation on the item and
responded to Commission inquiries. David Yrigoyen and Bill Hezmalhalch, Applicant
Representatives, were present and Rendi Amameda with WHA, Architect, joined via
Zoom.
Chair Vuksic opened the public comment period and invited the applicant to speak.
David Yrigoyen and Bill Hezmalhalch, Applicant Representatives, introduced
themselves and answered questions from the Commission. With no other members of
the public wishing to comment, Chair Vuksic closed the public comment period.
Discussion on the item ensued with Commissioners providing comments for the
project.
Following discussion, MOTION BY CHAIR VUKSIC, SECOND BY COMMISSIONER
MCAULIFFE, CARRIED 5-0 (COMMISSIONER SANCHEZ RECUSED and
COMMISSIONER BLAKELEY ABSENT); to approve Case No. MISC23-0049 with the
following conditions:
1. Drawings shall be revised to show stone veneer wrapping into all inside corners,
including windows and garage doors. To be confirmed and reviewed by City staff.
2. Exposed side elevations shall be further enhanced including stone veneer
continuing to inside corners and trim detail on second floors be continued all the
way around the house. To be confirmed and reviewed by City staff.
3. Offsets shown on elevations illustrating thicker walls which create a base element
for the first floor shall be reflected in the floor plans. To be confirmed and reviewed
by City staff.
3. CASE NO: PP/EA/DR 23-0023 (Continued from April 9, 2024)
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design
Review (DR) for a Precise Plan (PP) and Environmental Assessment (EA) to develop
a 93-unit single-family residential subdivision on a 20.69-acre property within the
existing Marriott Shadow Ridge Development located at Assessor Parcel Nos. 694-
290-010, -011, 694-320-010, and -011.
APPLICANT AND ADDRESS: Toll Brothers, Irvine, CA 92602
LOCATION: Assessor Parcel Nos. 694-290-010, -011, 694-320-010, and -011
ZONE: Planned Residential 5 Dwelling units per acre (PR-5)
Architectural Review Commission Minutes May 14, 2024
City of Palm Desert Page 4
ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES
Commissioner Sanchez rejoined the meeting. Principal Planner, Nick Melloni, narrated
a PowerPoint presentation on the item and responded to Commission inquiries. Eric
Everhart, Applicant Representative, was present.
Chair Vuksic opened the public comment period and invited the applicant to speak.
Eric Everhart, Applicant Representative, introduced himself, provided additional
information on the project, and answered questions from the Commission. With no
other members of the public wishing to comment, Chair Vuksic closed the public
comment period. Discussion on the item ensued with Commissioners providing
comments for the project.
Following discussion, MOTION BY COMMISSIONER MCAULIFFE, SECOND BY
COMMISSIONER COLVARD CARRIED 6-0, (COMMISSIONER BLAKELEY
ABSENT); to approve Case No. DR23-0023 with the following conditions:
1. Columns shown on rear porches shall be based off the originally proposed “L”
shape and shall be squared off to create a larger mass.
2. Entry wall pilasters shall have stone veneer reverted back to precision block or
alternate material.
4. CASE NO: SARC24-0005
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Sign
Program for an existing multitenant commercial center located at the southeast corner
of Highway 111 and Fred Waring Drive.
APPLICANT AND ADDRESS: The Signs and Services Company, Stanton, CA 90680
LOCATION: Southeast corner of Highway 111 and Fred Waring Drive
ZONE: Regional Commercial Center (P.C.-3)
Principal Planner, Carlos Flores, narrated a PowerPoint presentation on the item and
responded to Commission inquiries. Ryan Ybarra, Applicant Representative, joined
via Zoom.
Chair Vuksic opened the public comment period and invited the applicant to speak.
Ryan Ybarra, Applicant Representative, introduced himself and answered questions
from the Commission. With no other members of the public wishing to comment, Chair
Vuksic closed the public comment period. Discussion on the item ensued with
Commissioners providing comments for the project.
Commissioner McIntosh announced at 3:08 p.m. he would need to leave the meeting
due to a conflicting obligation.
Following discussion, MOTION BY COMMISSIONER COLVARD, SECOND BY
COMMISSIONER LATKOVIC, CARRIED 5-0 (COMMISSIONERS MCINTOSH and
BLAKELEY ABSENT); to approve Case No. SARC24-0005 as presented.
Architectural Review Commission Minutes May 14, 2024
City of Palm Desert Page 5
ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES
5. CASE NO: SARC24-0004
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Sign
Program for West Coast Self-Storage located at 73761 Spyder Circle.
APPLICANT AND ADDRESS: West Coast Self-Storage, Everett, WA 98204
LOCATION: 73761 Spyder Circle
ZONE: Service Industrial (S.I)
Principal Planner, Carlos Flores, advised the Commission the applicant for this item
has requested a continuance to a date uncertain.
MOTION BY COMMISSIONER MCAULIFFE, SECOND BY COMMISSIONER
LATKOVIC, CARRIED 5-0 (COMMISSIONERS MCINTOSH and BLAKELEY
ABSENT); to continue Case No. SARC24-0004.
6. NON-ACTION ITEMS
None
7. INFORMATIONAL REPORTS & COMMENTS
A. ARCHITECTURAL REVIEW COMMISSIONERS
Commissioner Colvard provided the following updates on the Cultural Arts Committee
(CAC):
• The CAC is reviewing a proposal to lease three large sculptures from the
Coachella Music Festival.
• The CAC discussed the positive economic impact of Desert X for the City. The
City of Palm Desert will have two locations for Desert X. The CAC is considering
a change to the Portola Avenue location.
B. CITY STAFF
Principal Planner, Nick Melloni, provided the following updates:
• At the May 7, 2024, meeting, the Planning Commission approved an emergency
veterinary clinic and a request to adopt updates to the City’s California Environmental
Quality Act (CEQA) guidelines. The Planning Commission continued one item, a
capital improvement project, Haystack Storm Channel, related to a CEQA document.
• At the next Planning Commission meeting a request for approval for the ARC Village
project will be considered as well as the Pulte project, a request for revocation for a
cannabis business, and the Capital Improvement Program for the current fiscal year.
• Upon inquiry, Principal planner Melloni reported the grading in question is for the
Section 29 assessment district for drainage and is still in the works.
Architectural Review Commission Minutes May 14, 2024
City of Palm Desert Page 6
ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES
• Staff released a Request for Proposal (RFP) for a comprehensive update to the
development code, Title 25 of the Municipal Code, including a unified development
code update aligning grading and subdivisions as well. The RFP closed yesterday.
Staff anticipates an award of contract will be requested in the summer.
Upon inquiry, Principal Planner Flores reported there have been some issues with power
being delivered for development in north Palm Desert. The City is communicating and
working with both Imperial Irrigation District (IID) and Southern California Edison (SCE) to
master plan delivery of electricity to this area for current and future development and
upgrading and developing new facilities for delivery of this service.
In response to inquiry, Principal Planner Flores and Principal Planner Melloni stated while
there has been some interest, there are no current plans for the former Angel View building
located on Highway 111.
C. ATTENDANCE REPORT
The attendance report was provided with the agenda materials. The Commission took
no action on this matter.
8. ADJOURNMENT
The Architectural Review Commission adjourned at 3:28 p.m.
Respectfully submitted,
Melinda Gonzalez, Executive Administrative Assistant
Recording Secretary
ATTEST:
Carlos Flores, Principal Planner
Secretary
APPROVED BY ARC: __/__/2024
CITY OF PALM DESERT
DEVELOPMENT SERVICES DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Carlos Flores, AICP, Principal Planner
Date: May 28, 2024
Case No: Design Review (DR) 23-0015
Related: CUP23-0015
Subject: Consideration to approve a Design Review for the architecture and landscaping
associated with an outdoor patio remodel for Wildest Restaurant at 72990 El
Paseo, Suite #3
Executive Summary
The proposal is a request by Charissa Farley-Hay (Applicant), for consideration of a Design
Review to approve architecture and landscaping for an outdoor patio remodel for “Wildest
Restaurant” (Restaurant), located at 72990 El Paseo, Suite #3 (Assessor’s Parcel Number:
640170013), within the Palms to Pines West Shopping Center.
Background
The Restaurant occupies the south end of an in-line commercial building (Building) within the
Palms to Pines West Shopping Center (Center). The Building has two (2) other commercial
tenants and shares parking with four (4) surrounding multi-tenant commercial buildings within
the Center. The Restaurant currently utilizes existing parking spaces for a temporary outdoor
dining area and seeks approval to have a permanent outdoor patio dining area.
Project Summary
A. Property Description:
The project site is a 1.12-acre parcel within the Center. The Restaurant is located on the
south end of the Building, as shown on Exhibit 1.
CUP23-0015 Wildest Restaurant
Page 2 of 6
May 28, 2024
Exhibit 1 – Restaurant Site Plan
B. Zoning, General Plan, and Adjacent Uses
Table 1 – Adjacent Land Use and Designations
Existing Uses General Plan Zoning
Project
Site
Existing
Commercial Regional Retail Planned Commercial – 3
(P.C.-3), S.P.
North Existing
Commercial Regional Retail Planned Commercial – 3
(P.C.-3), S.P.
South Existing
Residential Small Town Neighborhood Planned Residential – 6
(PR-6)
East Existing
Commercial Regional Retail Planned Commercial – 3
(P.C.-3), S.P.
West Existing
Commercial Regional Retail Planned Commercial – 3
(P.C.-3), S.P.
C. Project Description
The Applicant is requesting Design Review approval for a 2,977 square foot (sf) outdoor
permanent dining patio which would include: a pergola/trellis, 8’ x 40’ storage container,
fireplace, heaters, lighting, pavers, wall, and landscaping on the perimeter and interior of the
patio. The total usable area for patio dining purposes would be 2,233 square feet.
CUP23-0015 Wildest Restaurant
Page 3 of 6
May 28, 2024
Architecture
The proposal includes construction and installation of a 20’ x 40’ trellis, an 8’ x 40’ container,
perimeter walls, and furniture within the patio, including tables, chairs, and a fireplace.
Attachment 1 provides details on the proposed architecture of the expansion, which serves
to expand the existing Restaurant, and can be summarized below:
- Pergola: the Pergola is 10’ in height, 20’ in depth, and 40’ in length. It will be
constructed of aluminum painted white installed with six (6) posts and include ceiling
fans and heaters, downlights, and be used for dining. The posts will be cladded with
stone veneer at a total height of 2’-4” on the post, to match existing building and wood
molding.
- Container: A container measuring 8’ in height, 8’ in depth, and 40’ in length will be
located on the western part of the outdoor patio. The container will be galvanized steel
painted white, have a vinyl print design wrapped around it, and include a mounted
herb garden wall. The container will include a window, roller doors, and be used for
Restaurant storage.
- Block wall: A 40” high retaining wall to be constructed of grey and black precision
block. The wall will use the combination of colors, offsetting colors by row.
- Pavers: The patio will include pavers in graphite, foundry, and linen colors.
Exhibit 2 - Renderings
Landscaping
The proposal includes landscaping on the perimeter, interior, and adjacent parking stalls, as
shown in exhibit 3. The landscaping palette plan includes trees (pygmy date palms, palo
verdes, palo blancos, and laurel figs), shrubs and accents, “Pink Powderpuff” vines, and
green carpet natal plum ground cover.
CUP23-0015 Wildest Restaurant
Page 4 of 6
May 28, 2024
Exhibit 3 – Landscaping Plan
Analysis
Pursuant to Palm Desert Municipal Code (PDMC) Section 25.68, the Architectural Review
Commission is the designated authority to approve architectural modifications under a design
review. In making a determination on a design review application, the ARC must make
findings per PDMC 25.68.040:
A. That the proposed development conforms to any legally adopted development
standards.
The project is subject to the development standards found in Palm Desert Municipal
Code (PDMC) Section 25.16.050 Development Standards and meets all the
development standards. The project does not propose extension of the physical
restaurant building and instead proposes accessory structures, which meet the
required development standards of the PDMC.
CUP23-0015 Wildest Restaurant
Page 5 of 6
May 28, 2024
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 project is within an existing shopping center and was reviewed to ensure proper
circulation could be achieved, even with the loss of parking. The proposed architecture
and landscaping will not create new impacts. The removal of the parking spaces will
not create traffic congestion as there is adequate parking available within the rest of
the shopping center. The patio is constructed to allow for safe and reasonable
circulation.
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 project blends well with the surrounding neighborhood, including the
existing building and shopping center, by incorporating high-quality architecture and
landscaping. The proposal includes accessory structures and uses that enhance the
area and restaurant and are not determinantal to the development within the area.
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 durable finishes and features a quality contemporary
style characterized by modern forms, quality finishes, and desert-compatible colors.
The project provides quality pavers, textures (stone veneer, vinyl) and colors for a
quality development. The patio is meant to expand existing restaurant operations to
create a desirable restaurant experience for tenants and customers.
E. That the proposed use conforms to all the requirements of the zone in which it is
located and all other applicable requirements.
The project has been previously reviewed and approved and found to comply with
applicable requirements and is an expansion of an existing and allowed use.
F. That the overall development of the land shall be designed to ensure the protection of
public health, safety, and general welfare.
The site plan and grading plan have been reviewed to confirm the design provides
protection of the public’s health, safety, and general welfare. The site is adequately
serviced by utilities and the grading plan was reviewed in accordance with City
requirements. The project provides setbacks from adjacent and internal properties that
meet the standards of the zone.
CUP23-0015 Wildest Restaurant
Page 6 of 6
May 28, 2024
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.
The ARC has the discretion to request the Applicant modify the design of the project before
approving the case. Any modifications required should be added to the motion as a condition
of approval.
Attachments: 1. Project Plans
OUTDOOR PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT, CA92260
NO.TITLE
A0.00 COVER SHEET & PROJECT INFO
1 PARTIAL SURVEY PLAN
2 PARTIAL SURVEY PLAN
A-1.10 OVERALL EXISTING SITE PLAN
A-1.20 PARKING COUNT
A-1.21 OVERALL NEW SITE PLAN
A-1.22 PARTIAL NEW SITE PLAN
A-1.23 PARTIAL NEW SITE PLAN
1 PRELIMINARY GRADING PLAN
L-1 LANDSCAPE PLAN
A-1.30 TRASH ENCLOSURE - DETAILS
A-1.31 DETAILS
A-1.40 SITE SECTIONS
A-1.50 SITE ELECTRICAL PLAN
A-2.00 MATERIAL BOARD
A-2.01 MATERIAL BOARD
A-3.00 EXISTING SOUTH EAST VIEW
A-3.01 EXISTING SOUTH WEST VIEW
A-3.02 EXISTING SOUTH VIEW
A-4.00 NEW ESOUTH EAST VIEW
A-4.01 NEW SOUTH WEST VIEW
A-4.02 NEW SOUTH VIEW
A-4.03 NEW WEST VIEW
A-4.04 NEW AERIAL VIEW
A-4.10 NEW ELEVATIONS
AREA CALCULATIONS
LOT AREA:1.12 ACRES = 48,787 SQ. FT. = 100%
EXISTING BUILDING AREA: 0.22 ACRES = 9,728 SQ.FT.= 19.6%
PROPOSED DINING PATIO 0.06 ACRES = 2,977 SQ. FT.= 6.10%
LANDSCAPE AREA 0.06 ACRES = 3,277 SQ. FT.= 6.71%
ASPHALT AREA 0.75 ACRES = 28,867 SQ. FT.= 59.52%
CONCRETE AREA 0.75 ACRES = 3,938 SQ. FT.= 8.07%
DESIGN TEAM
OWNER / APPLICANT:
CHARSSA FARLEY-HAY
EL PASEO STE. 3&4 PALM DESERT
CA,92260
PH: 760.636.0441
EMAIL: charissa@kaswit.com
DESIGNER:
ZAYDA BRAUN DESIGNS
ZAYDA BRAUN
42920 CABALLEROS DR
BERMUDA DUNES, CA 92203
PH: 760.898.4865
EMAIL: zayda@zbraundesigns.com
PROJECT DESCRIPTION
ADDRESS: 72990 EL PASEO PALM DESERT, CA 92260
APN: 640170013
LEGAL DESCRIPTION
1.12 ACRES NET IN PAR 5 PM 083/022 PM 14710 SUBDIVISIONNAME
PM 14710 ACRES 001.12 NET LOTTYPE PARCEL PARCEL 5 RECMAP
TYPE PARCEL MAP MAPPLATB 083 MAPPLATP
VICINITY MAP
CIVIL ENGINEER:
BENJAMIN EGAN
ENGAN CIVIL INC
46150 COMMERCE ST, SITE. 100
INDIO, CA 92201
PH: 760.404.7663
LANDSCAPE ARCHITECT:
TOM DOCZI
TKD ASSOCIATES, INC.
71-711 SAN JACINTO DR, SITE. C
RANCHO MIRAGE, CA 92270
SHEET INDEX
SITE
HIGHWAY 111
MONTEREY DREL PASEOPLAZA WAYN.T.S.
A0.00
COVER SHEET &
PROJECT INFO.
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
M(251.74)(EG)(251.28)(EG)(252.53)(EG)(252.44)(EG)(252.35)(EG)(252.70)(EG)(251.19)(EG)(250.98)(EG)(249.62)(EG)(249.73)(EG)(249.52)(EG)(248.17)(EG)(250.02)(EG)(251.74)(EG)(252.86)(EG)(251.38)(EG)(249.74)(EG)(252.85)(EG)(WTR)
(VLV)(252.73)(EG)(252.85)(EG)(252.75)(EG)(WTR)
(VLV)(249.28)(EG)(252.44)(EG)(248.49)(EG)(248.30)(EG)(248.77)(EG)(248.47)(EG)(248.09)(EG)(247.89)(EG)(248.04)(EG)(247.53)(EG)(247.70)(EG)(246.78)(EG)(247.19)(EG)(247.70)(EG)(247.30)(EG)(248.68)(EG)(248.32)(EG)(246.52)(EG)(246.92)(EG)(247.03)(EG)(246.23)(EG)(246.19)(EG)(245.84)(EG)(244.05)(EG)(243.47)(EG)(244.56)(EG)(244.97)(EG)(245.66)(EG)(245.73)(EG)(246.38)(EG)(248.23)(EG)(248.42)(EG)(248.51)(EG)(247.66)(EG)(247.23)(EG)(246.76)(EG)(246.65)(EG)(246.33)(EG)(250.34)(EG)(249.50)(EG)(247.63)(EG)8''SS
(247.95RIM)
SSMH
W (247.15)(EG)(247.25)(EG)(247.27)(EG)(247.23)(EG)(TRASH ENCLOSURE)(250.28)(EG)(250.37)(EG)(250.36)(EG)(250.38)(EG)(250.34)(EG)(250.29)(EG)(250.22)(EG)(250.19)(EG)(250.08)(EG)(250.17)(EG)(250.23)(EG)(250.05)(EG)(249.16)(EG)(249.05)(EG)(247.89)(EG)(247.54)(EG)(248.52)(EG)(247.60)(EG)(246.97)(EG)(249.38)(EG)(246.49)(EG)(246.33)(EG)(245.95)(EG)(249.26)(EG)(248.71)(EG)(247.88)(EG)(252)(251)(250)(249)(250)(253)(253)(251
)
(25
0
)
(253)
(253)
(251
)
(250)(253)(252)(251)(250)(249)(248)(
2
4
7
)
(2
4
7
)(251)(252)(248)(248)(249)(
2
4
7
)
(2
4
6
)
(247)(246)(245)(244)(TEL
C
O
M
)
4
G
(CONCRETE)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(
24" CML/CMC W
A
T
E
R
M
A
I
N
)
(
8" CML/CMC WA
T
E
R
M
A
I
N
)8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS(SEWER)G(TELE-MH)
8''SS
(SSCO)(GAS PER USA MARKOUT)(ELECTRICAL PER USA MARKOUT)(ELECTRICAL PER USA MARKOUT)(TELECOM PER USA MARKOUT)(ELECTRICAL
P
E
R
U
S
A
M
A
R
K
O
U
T
)
(ELECTRICAL
P
E
R
U
S
A
M
A
R
K
O
U
T
)
(TELEC
O
M
P
E
R
U
S
A
M
A
R
K
O
U
T
)(TELECOM PER USA MARKOUT)(GAS PER USA MARKOUT)(TELECOM PER USA MARKOUT)(TELECOM PER USA MARKOUT)(FF = 247.0)
(
2
4
6
.
8
8
T
C
)
(
2
4
6
.
3
1
F
S
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
5
6
F
S
)
(
2
4
9
.
9
9
T
C
)
(
2
4
9
.
5
1
F
S
)
(
2
4
9
.
7
0
T
C
)
(
2
4
9
.
3
5
F
S
)
(
2
4
8
.
7
2
T
C
)
(
2
4
8
.
0
0
F
S
)
(
2
4
8
.
1
5
T
C
)
(
2
4
7
.
8
0
F
S
)
(
2
4
7
.
0
3
T
C
)
(
2
4
6
.
9
3
F
S
)
(
2
4
9
.
8
2
T
C
)
(
2
4
9
.
4
5
F
S
)
(
2
4
9
.
8
2
T
C
)
(
2
4
9
.
4
5
F
S
)
(
2
5
1
.
4
9
T
C
)
(
2
5
0
.
8
9
F
S
)
(
2
4
7
.
0
2
T
C
)
(
2
4
6
.
6
5
F
S
)
(
2
4
8
.
1
9
T
C
)
(
2
4
7
.
8
4
F
S
)
(
2
4
8
.
9
1
T
C
)
(
2
4
8
.
6
0
F
S
)
(
2
4
8
.
1
2
T
C
)
(
2
4
7
.
7
6
F
S
)
(
2
4
6
.
8
6
T
C
)
(
2
4
6
.
4
1
F
S
)
(
2
4
6
.
9
6
T
C
)
(
2
4
6
.
5
3
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
4
7
.
0
5
T
C
)
(
2
4
6
.
7
6
F
S
)
(
2
4
6
.
5
1
T
C
)
(
2
4
6
.
1
2
F
S
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
4
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
D
R
A
I
N
S
)
(
2
4
6
.
5
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
7
.
0
1
T
C
)
(EXISTING BUILDING)
(CONCRETE)
(CONCRETE)(CONCRETE)(CONCRETE)(SSCO)(
2
4
5
.
6
2
T
C
)
(
2
4
5
.
0
8
F
S
)
(
2
4
9
.
5
3
T
C
)
(
2
4
8
.
9
9
F
S
)
(
2
4
7
.
9
8
T
C
)
(
2
4
7
.
6
0
F
S
)
(
2
5
0
.
0
5
T
C
)
(
2
4
9
.
6
1
F
S
)
(
2
4
9
.
8
0
T
C
)
(
2
4
9
.
4
2
F
S
)
(
2
4
8
.
9
9
T
C
)
(
2
4
8
.
5
5
F
S
)
(PLANTER)8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSPAR
C
E
L
4
10.00'15
20
20
20
14
14
6
.
0
0
'
1
3
EL PASEO 20.00'1220.00'1220.00'1210
10(N00°29'20"W 270.00')(N00°29'20"W 326.00')(N89°30'40"
E
1
2
3
.
0
0
'
)(N00°29'20"W 56.00')(N89°30'40"
E
3
3
.
0
0
'
)(88.00')14
SSMH
(244.48RIM)
M(251.74)(EG)(251.28)(EG)(252.53)(EG)(252.44)(EG)(252.35)(EG)(252.70)(EG)(251.19)(EG)(250.98)(EG)(249.62)(EG)(249.73)(EG)(249.52)(EG)(248.17)(EG)(250.02)(EG)(251.74)(EG)(252.86)(EG)(251.38)(EG)(249.74)(EG)(252.85)(EG)(WTR)
(VLV)(252.73)(EG)(252.85)(EG)(252.75)(EG)(WTR)
(VLV)(249.28)(EG)(252.44)(EG)(248.49)(EG)(248.30)(EG)(248.77)(EG)(248.47)(EG)(248.09)(EG)(247.89)(EG)(248.04)(EG)(247.53)(EG)(247.70)(EG)(246.78)(EG)(247.19)(EG)(247.70)(EG)(247.30)(EG)(248.68)(EG)(248.32)(EG)(246.52)(EG)(246.92)(EG)(247.03)(EG)(246.23)(EG)(246.19)(EG)(245.84)(EG)(244.05)(EG)(242.82)(EG)(243.47)(EG)(244.56)(EG)(244.97)(EG)(243.78)(EG)(242.67)(EG)(242.55)(EG)(243.58)(EG)(242.39)(EG)(243.30)(EG)(243.33)(EG)(242.30)(EG)(242.23)(EG)(242.18)(EG)(241.93)(EG)(241.80)(EG)(242.19)(EG)(242.94)(EG)(242.35)(EG)(242.25)(EG)(241.93)(EG)(243.08)(EG)(242.86)(EG)(242.92)(EG)(242.59)(EG)(243.41)(EG)(243.71)(EG)(244.76)(EG)(244.07)(EG)(244.07)(EG)(244.43)(EG)(244.50)(EG)(244.79)(EG)(245.66)(EG)(246.41)(EG)(245.73)(EG)(246.38)(EG)(246.43)(EG)(245.88)(EG)(246.47)(EG)(246.16)(EG)(246.22)(EG)(245.91)(EG)(245.27)(EG)(244.20)(EG)(245.93)(EG)(244.49)(EG)(242.73)(EG)(242.34)(EG)(242.98)(EG)(245.62)(EG)(248.23)(EG)(248.42)(EG)(248.51)(EG)(247.66)(EG)(247.23)(EG)(246.76)(EG)(246.65)(EG)(246.33)(EG)(246.05)(EG)(246.07)(EG)(250.34)(EG)(249.50)(EG)(247.63)(EG)(247.95RIM)
SSMH
W (246.31)(EG)(247.15)(EG)(247.25)(EG)(247.27)(EG)(247.23)(EG)(TRASH ENCLOSURE)(250.28)(EG)(250.37)(EG)(250.36)(EG)(250.38)(EG)(250.34)(EG)(250.29)(EG)(250.22)(EG)(250.19)(EG)(250.08)(EG)(250.17)(EG)(250.23)(EG)(250.05)(EG)(249.16)(EG)(249.05)(EG)(247.89)(EG)(247.54)(EG)(248.52)(EG)(247.60)(EG)(246.97)(EG)(249.38)(EG)(246.49)(EG)(246.33)(EG)(245.95)(EG)(249.26)(EG)(248.71)(EG)(247.88)(EG)SPEED BUMP
(25
2)
(251)(250)(249)(250)(253
)
(25
3
)
(251)
(250)
(253)
(253)
(251)
(250)(253)(252)(251)(250)(249)(248)(2
4
7
)(248)(248)(249)(
2
4
7
)
(2
4
6
)
(247)
(2
46
)
(245
)(244)(243)(2
4
5
)(245)(244)(243)(244)(243)(244)(243)(244)(245)(242)(243)
(244)
(24
5)
(246)(244)(243)(245)(TELCOM)
SSMH
(242.30RIM)
(X-FRMR)
(P5168509)
4
3
(ELEC. ROOM)
(FACP)
2
3 WILDEST GREENS
1
FIRE RISER
G
(CONCRETE)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(24" CML/CMC WATER MAIN)
(8" CML/CMC WATER MAIN)
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS(SEWER)(SEWER)(SEWER)
(S
E
W
E
R
)
(SEWER
)
(S
E
W
E
R
)
(E
L
E
C
T
R
I
C
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)(ELECTRICAL PER USA MARKOUT)(ELECTRIC
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)8''SS8''SS8''SS(SEWE
R
L
A
T
E
R
A
L)GGGG
(TELE-MH)
(SSCO)
(G
A
S
P
E
R
U
S
A
M
ARKOU
T
)
(G
A
S
P
ER US
A
M
A
R
K
O
U
T
)
(GAS)
(S
S
CO)
(S
S
CO)
(SSCO)
(E
L
E
C
T
RICAL
P
E
R
U
S
A
M
A
R
K
O
U
T
)(ELEC
T
R
I
C
A
L
P
E
R
U
S
A
MARKO
U
T
)
(E
L
E
C
T
R
I
C
A
L
P
E
R USA
M
A
R
K
O
U
T
)
(TEL
E
C
O
M
PER
U
S
A
M
ARK
O
U
T
)
(ELECTRICAL PER USA MARKOUT)
(ELECTRICAL PER USA MARKOUT)
(TELECOM PER US
A
M
A
R
K
O
U
T
)(TEL
E
C
O
M P
E
R
U
S
A
MA
R
K
O
U
T
)
(G
A
S
P
E
R
U
S
A MARK
O
U
T
)
(SEWER)
(S
E
W
E
R
)
(E
L
E
C
T
R
I
C
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)
(ELECT
R
I
C
A
L
P
E
R
U
S
A
M
A
RKOUT)(TEL
E
C
O
M P
E
R
U
S
A
MA
R
K
O
U
T
)(TELE
C
O
M
PER
U
S
A
MAR
K
O
U
T
)
(TEL
E
C
O
M
PER
U
S
A
M
ARK
O
U
T
)
(T
E
L
ECO
M
P
E
R
USA
M
A
R
K
OUT)
(E
L
E
C
T
R
I
C
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)
(E
L
E
C
T
R
I
C
A
L
VAULT
)
(FF = 247.0)
(FF = 247.0)
(
2
4
6
.
8
8
T
C
)
(
2
4
6
.
3
1
F
S
)
(2
4
7
.
0
0
T
C
)
(2
4
6
.
5
6
F
S
)
(2
4
6
.
2
0
T
C
)
(2
4
5
.
3
4
F
S
)
(2
4
5
.
6
9
T
C
)
(2
4
5
.
3
2
F
S
)
(246.
8
4
T
C
)
(246.3
0
F
S
)
(2
4
9
.
9
9
T
C
)
(
2
4
9
.
5
1
F
S
)
(
2
4
9
.
7
0
T
C
)
(
2
4
9
.
3
5
F
S
)
(2
4
8
.
7
2
T
C
)
(2
4
8
.
0
0
F
S
)
(2
4
8
.
1
5
T
C
)
(2
4
7
.
8
0
F
S
)
(2
4
7
.
0
3
T
C
)
(
2
4
6
.
9
3
F
S
)
(2
4
9
.
8
2
T
C
)
(2
4
9
.
4
5
F
S
)
(2
4
9
.
8
2
T
C
)
(2
4
9
.
4
5
F
S
)
(
2
5
1
.
4
9
T
C
)
(2
5
0
.
8
9
F
S
)
(
2
4
6
.
2
2
T
C
)
(2
4
5
.
4
8
F
S
)
(2
4
7
.
0
4
T
C
)
(
2
4
6
.
5
9
F
S
)
(2
4
5
.
1
6
T
C
)
(
2
4
5
.
3
4
F
S
)
(
2
4
7
.
0
2
T
C
)
(2
4
6
.
6
5
F
S
)
(2
4
6
.
0
3
T
C
)
(
2
4
5
.
8
0
F
S
)
(
2
4
8
.
1
9
T
C
)
(2
4
7
.
8
4
F
S
)
(
2
4
8
.
9
1
T
C
)
(2
4
8
.
6
0
F
S
)
(
2
4
8
.
1
2
T
C
)
(2
4
7
.
7
6
F
S
)
(
2
4
6
.
8
6
T
C
)
(2
4
6
.
4
1
F
S
)
(2
4
6
.
9
6
T
C
)
(2
4
6
.
5
3
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(
2
4
7
.
0
5
T
C
)
(
2
4
6
.
7
6
F
S
)
(
2
4
6
.
5
1
T
C
)
(2
4
6
.
1
2
F
S
)
(2
4
7
.
0
0
T
C
)
(
2
4
6
.
4
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(2
D
R
A
I
N
S
)
(
2
D
R
A
I
N
S
)
(2
4
7
.
0
0
T
C
)
(2
4
6
.
3
5
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(2
D
R
A
I
N
S
)
(2
4
7
.
0
0
T
C
)
(
2
4
6
.
4
5
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
6
5
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(2
D
R
A
I
N
S
)
(2
4
6
)(246)(2
4
7
.
0
8
T
C
)
(2
4
6
.
6
0
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(2
D
R
A
I
N
S
)
(2
4
6
.
5
0
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
6
.
9
8
T
C
)
(2
4
6
.
5
6
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(2
4
7
.
0
1
T
C
)
(EXISTING BUILDING)
(EXISTING BUILDING)
(CONCRETE)
(CONCRETE)
(CONCRETE)
(CONCRETE)
(C
O
N
C
R
E
TE)
(C
O
N
C
R
E
T
E
)
(C
O
N
CRETE)(CONCR
E
T
E
)
(C
O
N
C
R
E
T
E
)
(CONCRE
T
E
)
(C
O
N
C
R
E
T
E
)(CONCR
E
T
E
)
(G
R
E
A
S
E
)
(T
R
A
P
)
(S
S
C
O
)(SSCO
)
(
2
4
4
.
5
1
T
C
)
(2
4
4
.
2
7
F
S
)
(
2
4
5
.
0
8
T
C
)
(2
4
4
.
6
0
F
S
)
(2
4
5
.
6
2
T
C
)
(
2
4
5
.
0
8
F
S
)
(
2
4
9
.
5
3
T
C
)
(2
4
8
.
9
9
F
S
)
(
2
4
7
.
9
8
T
C
)
(
2
4
7
.
6
0
F
S
)
(2
5
0
.
0
5
T
C
)
(2
4
9
.
6
1
F
S
)
(
2
4
9
.
8
0
T
C
)
(2
4
9
.
4
2
F
S
)
(2
4
8
.
9
9
T
C
)
(2
4
8
.
5
5
F
S
)
(
2
4
5
.
5
4
T
C
)
(2
4
5
.
9
5
F
S
)
(2
4
4
.
1
0
T
C
)
(2
4
3
.
9
0
F
S
)
(2
4
3
.
5
7
T
C
)
(
2
4
3
.
3
5
F
S
)
(PLANTER)
(P
L
A
N
T
E
R
)
(PLANTER)
(SSCO)8''SS8''SS8''SS8''SS8''SSPAR
C
E
L
4
PAR
C
E
L
3
PAR
C
E
L
2
PAR
C
E
L
1
10.00'15
10.00'15
20
20
20
14
14
14
14
14
14
6.
0
0
'
13
6.
0
0
'
6.
0
0
'
13
13
6.
0
0
'
13
PARCEL 5
EL PASEO
20
.
0
0
'
12
20
.
0
0
'
12
20
.
0
0
'
12
10
10
10
10
10
(N00°2
9
'
2
0
"
W
2
7
0
.
0
0
'
)
(1
0
6
.
0
0
'
)
(7
6
.
0
0
'
)
(N89°30'40"E 156.00')
(N
0
0
°
2
9
'
2
0
"
W 326
.
0
0
'
)
(N89°30'40"E 123.00')
(N
0
0
°
2
9
'
20"W
5
6
.
0
0
'
)
(N89°30'40"E 33.00')
(8
8
.
0
0
'
)
14
UNDER REVIEW
SURVEY EXHIBIT
2
1 NO. 8756BENJAMIN DANIEL EGA N
PROFESSIONAL LAND SURVEYOR
STA TE OF CALIFORNIAPO BOX 5282, LA QUINTA, CA 92248-5282EGAN CIVIL, INC.(760) 404-7663 WWW.EGANCIVIL.COMHV-11350.00CU
R
B
A
N
D
SI
D
E
W
A
L
K
AW
N
I
N
G
BUILDINGEDGE OF DIRTED
G
E
O
F
A
S
P
H
.EDGE OF CONC.CONTROL1350.00V-1FIRE HYDRANTPOOLROADSTRIPESPARKINGGUARD RAILWALLRE
T
A
I
N
I
N
G
FENCEPoolPSTANDPIPEMA
N
H
O
L
E
PIPE LINECATCH BASINVA
L
V
E
TA
N
K
DR
O
P
I
N
L
E
T
VA
U
L
T
RAILROADRAIL SIGNALIN
T
E
R
C
O
N
T
O
U
R
POWER POLEST
R
E
E
T
L
I
G
H
T
PO
W
E
R
P
O
L
E
W
/STREET LIGHTMI
S
C
E
L
L
A
N
E
O
U
SSINGLE TREEINDEX CONTOURTRAFFIC SIGNALGUY WIRESPMHPALMTR
E
E
S
SI
G
N 13401350SYMBOL LEGEND:WALLGUTTERST
R
I
P
I
N
G
ROADWAYSBARRIERSPAVEMENT MARKINGSAND SIGNAGERAILROAD AND TRANSITUTILITY (WET)UTILITY (DRY)LANDSCAPINGAND TERRAINPP PPABBREVIATIONS:C/L CENTERLINECOR. CORNERE EASTEG EXISTING GROUNDFL FLOW LINEFS FINISH SURFACEGPS GLOBAL POS. SYSTEMHYD. FIRE HYDRANTIP IRON PIPEMB MAP BOOKMON. MONUMENTN NORTHREF. REFERENCER/W RIGHT-OF-WAYRS RECORD OF SURVEYPMB PARCEL MAP BOOKS SOUTHSEC. SECTIONSD
M
H
S
T
O
R
M
D
R
A
I
N
M
A
N
H
O
L
E
SS
M
H
S
A
N
.
S
E
W
E
R
M
A
N
H
O
L
E
TC
T
O
P
O
F
C
U
R
B
TCOL TOP OF COLUMNTW TOP OF WALLVLV. VALVEW WESTWM WATER METER(XX.XX) EXISTING ELEVATION CALLOUTDATE OF FIELD SURVEY: 09/10/2020 & 09/23/2020 & 12/12/2023 BENCHMARK:BASIS OF BEARINGS:RECORD DATA:
() DENOTES RECORD DATA
PER PARCEL MAP NO. 14710
(PMB 83/22-23) & MEASURED.
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF PALM DESERT, COUNTY
OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
PARCEL A:
PARCEL 5 OF PARCEL MAP NO. 14710, IN THE CITY OF PALM DESERT, AS SHOWN BY MAP ON
FILE IN BOOK 83, PAGES 22 AND 23 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL B:
A NON-EXCLUSIVE EASEMENT FOR PEDESTRIAN, AUTOMOTIVE, INGRESS, EGRESS AND PARKING,
AS CONTAINED IN THE DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED
OCTOBER 16, 1979 AS INSTRUMENT NO. 219707 OF OFFICIAL RECORDS.INDICATES FOUND 3/4" IRON PIPE WITH PLASTIC PLUG STAMPED"LS 4146", PER PMB 83/22-23BE
N
C
H
M
A
R
K
:
PD
#
1
3
9
ELEVATION: 245.597 DATUM: NAVD88DE
S
C
R
I
P
T
I
O
N
:
2"
B
R
A
S
S
D
I
S
K
S
E
T
F
L
U
S
H
I
N
T
O
P
O
F
C
A
T
C
H
B
A
S
I
N
O
N
W
E
S
T
E
R
L
Y
S
I
D
E
OF
H
I
G
H
W
A
Y
7
4
,
1
7
6
F
T
N
O
R
T
H
E
R
L
Y
O
F
E
C
R
O
F
E
L
P
A
S
E
O
,
3
.
8
F
T
W
E
S
T
O
F
C
F
.BEARINGS SHOWN HEREON ARE BASED ON THE NORTH PROPERTY LINE OF PARCEL 2, ASSHOWN BY A MAP ON FILE IN PARCEL MAP BOOK 83, PAGES 22 THROUGH 23 INCLUSIVE OFMAPS, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING: NORTH89°30'40" EAST.LEGAL DESCRIPTION:BOUNDARY & TOPOGRAPHICSURVEY EXHIBITLOT 5 OF PARCEL MAP NO. 14710 (PMB 83/22-23)PREPARED FOR:
EL PASEO WEST PROPERTIES, LLC.
C/O MATT JOHNSON
72000 MAGNESIA FALLS DR, STE 4
RANCHO MIRAGE, CA 92270
APN
PROPERTY ADDRESS:
72990 EL PASEO
PALM DESERT, CA 92260
72990 EL PASEO, PALM DESERT, CA 92260 EL PASEO WEST PROPERTIES, LLCDISCLAIMER: I
N
F
O
R
M
A
T
I
O
N
S
H
O
W
N
I
S
C
O
M
P
I
L
E
D
S
T
R
I
C
T
L
Y
FR
O
M
T
H
E
F
I
E
L
D
S
U
R
V
E
Y
,
F
I
R
S
T
A
M
E
R
I
C
A
N
T
I
T
L
E
I
N
S
U
R
A
N
C
E
CO
M
P
A
N
Y
N
O
.
N
C
S
-
1
0
3
0
6
3
8
-
O
N
T
1
D
A
T
E
D
9
/
1
1
/
2
0
2
0
A
N
D
PUBLIC RECORDS LIMITED TO OFFICIAL MAPS FILED IN THECOUNTY SURVEYORS OFFICE. THE ABOVE MENTIONED SOURCESARE THE BASIS FOR ALL CONSTRAINTS PLOTTED HEREON. THISMAY NOT BE EXHAUSTIVE AND ADDITIONAL CONSTRAINTS MAYEXIST WHICH ARE NOT DISCLOSED IN THE ABOVE. THE CLIENTIS ADVISED TO CONTACT THE CITY FOR ADDITIONALINFORMATION ON BUILDING DESIGN REGULATIONS.EXHIBIT UPDATED: 03/04/2024
72990 EL PASEO, PALM DESERT, CA, 92260
LOT 5 OF PARCEL MAP NO. 14710 (PMB 83/22-23)
BOUNDARY AND TOPOGRAPHIC SURVEY EXHIBIT
IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
640-170-013 SURVEY NOTES:1" = 10'
20200499
MARCH 4, 2024
JO/HA
TE/BDE
20200499
SHEETS
FILE NO.
OF
S H E E T
JOB NUMBER
SCALE
DATE FOR:DATE:P.L.S. 8756BE
N
J
A
M
I
N
D
A
N
I
E
L
E
G
A
N
,
P
E
,
P
L
SDATE BY DESCRIPTION APP'D DATER E V I S I O N SFIELD CREW
MAPPING 03/04/202410 5 10 20 30
SCALE: 1"=10'
0 SCALE: 1"=40'MONTEREY AVEHI
GH
W
A
Y
1
11
PLAZA WAYEL PASEO
HIG
H
W
A
Y
7
4
NO
T
T
O
S
C
A
L
E
VICINITY MAP
SITEPALM DESERTKEY MAP
EASEMENTS:
1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE
PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON
WHICH ALL OF THE SCHEDULE B, PART I-REQUIREMENTS ARE MET.
2. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING
AUTHORITYTHAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS; (B) PROCEEDINGS
BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS, OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR
NOT SHOWN BY THE RECORDS OF SUCH AGENCY OR BY THE PUBLIC RECORDS.
3. ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THAT ARE NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE
ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND.
4. EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS.
5. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT
WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC
RECORDS.
6. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE
ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT THE MATTERS EXCEPTED
UNDER (A), (B), OR (C) ARE SHOWN BY THE PUBLIC RECORDS.
7. GENERAL AND SPECIAL TAXES AND ASSESSMENTS FOR THE FISCAL YEAR 2020-2021, A LIEN NOT YET DUE OR
PAYABLE.
8. THE LAND LIES WITHIN THE BOUNDARIES OF PROPOSED COMMUNITY FACILITIES DISTRICT NO. 1, AS DISCLOSED BY A
MAP FILED JANUARY 05, 1990 IN BOOK 28, PAGE 75 OF MAPS OF ASSESSMENT AND COMMUNITY FACILITIES
DISTRICTS.
9. THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION 75 OF
THE CALIFORNIA REVENUE AND TAXATION CODE.
10. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 26, 1928 IN BOOK 790 OF
DEEDS, PAGE 402.
IN FAVOR OF: SOUTHERN SIERRAS POWER COMPANY
AFFECTS: AS DESCRIBED THEREIN
11. AN EASEMENT FOR UTILITY AND INCIDENTAL PURPOSES, RECORDED MAY 11, 1951 AS INSTRUMENT NO. 20201 IN
BOOK 1270, PAGE 339 OF OFFICIAL RECORDS.
IN FAVOR OF: CALIFORNIA ELECTRIC POWER COMPANY
AFFECTS: AS DESCRIBED THEREIN
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
12. AN EASEMENT FOR UTILITY AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 17, 1958 AS BOOK 2333, PAGE
569 OF OFFICIAL RECORDS.
IN FAVOR OF: SOUTHERN CALIFORNIA GAS COMPANY
AFFECTS: AS DESCRIBED THEREIN
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
13. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED MAY 14, 1979 AS INSTRUMENT NO.
98333 OF OFFICIAL RECORDS.
IN FAVOR OF: SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION
AFFECTS: AS DESCRIBED THEREIN
14. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED DECLARATION OF RESTRICTIONS
AND GRANT OF EASEMENTS RECORDED OCTOBER 16, 1979 AS INSTRUMENT NO. 219707 OF OFFICIAL RECORDS.
15. AN EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED DECEMBER 11, 1979 AS INSTRUMENT
NO. 263220 OF OFFICIAL RECORDS.
IN FAVOR OF: CAL-AMERICAN INCOME PROPERTY FUND, A CALIFORNIA LIMITED
PARTNERSHIP; STANDARD INSURANCE COMPANY, AN OREGON
CORPORATION; HWS PALM DESERT, A LIMITED PARTNERSHIP; AND CLARE
BUILDERS, INC., A CORPORATION
AFFECTS: AS DESCRIBED THEREIN
16. A DEED OF TRUST TO SECURE AN ORIGINAL INDEBTEDNESS OF $2,842,000.00 RECORDED JUNE 14, 1989 AS
INSTRUMENT NO. 195347 OF OFFICIAL RECORDS.
DATED: JUNE 13, 1989
TRUSTOR: RPM INVESTMENTS INC., A CALIFORNIA CORPORATION ("RPM"),
AMERICAN DEFERRED EXCHANGE CORP., A CALIFORNIA CORPORATION
("ADEC"), AND FRANK OEHLBAUM, AS TRUSTEE OF THE FRANK OEHLBAUM TRUST DATED NOVEMBER 9, 1988
TRUSTEE: COLUMBIA FINANCIAL CORPORATION, A CALIFORNIA CORPORATION
BENEFICIARY: COLUMBIA SAVINGS AND LOAN ASSOCIATION, A CALIFORNIA CORPORATION
AFFECTS: THE LAND AND OTHER PROPERTY.
A DOCUMENT ENTITLED "TENANT LEASE ASSIGNMENT" RECORDED JUNE 14, 1989 AS INSTRUMENT NO. 195348
OF OFFICIAL RECORDS, AS ADDITIONAL SECURITY FOR THE PAYMENT OF THE INDEBTEDNESS SECURED BY THE DEED OF
TRUST.
17. A DEED OF TRUST TO SECURE AN ORIGINAL INDEBTEDNESS OF $2,800,000.00 RECORDED OCTOBER 23, 1989 AS
INSTRUMENT NO. 367501 OF OFFICIAL RECORDS.
DATED: OCTOBER 10, 1989
TRUSTOR: FRANK OEHLBAUM, AS TRUSTEE OF THE FRANK OEHLBAUM TRUST
DATED NOVEMBER 9, 1988, AN UNDIVIDED 13.5% INTEREST;
WILSHIRE-ALEXANDRIA CO., A CALIFORNIA GENERAL PARTNERSHIP, AN
UNDIVIDED 36.5% INTEREST; BRANDT AND BRANDT, A PARTNERSHIP,
A CALIFORNIA GENERAL PARTNERSHIP, AN UNDIVIDED 50% INTEREST
TRUSTEE: FIDELITY NATIONAL TITLE INSURANCE COMPANY
BENEFICIARY: THE CANADA LIFE ASSURANCE COMPANY
AFFECTS: THE LAND AND OTHER PROPERTY.
A DOCUMENT ENTITLED "ABSOLUTE ASSIGNMENT OF LEASES AND RENTS" RECORDED OCTOBER 23, 1989 AS INSTRUMENT
NO. 367502 OF OFFICIAL RECORDS, AS ADDITIONAL SECURITY FOR THE PAYMENT OF THE INDEBTEDNESS SECURED BY
THE DEED OF TRUST.
A DOCUMENT RECORDED JULY 22, 1994 AS INSTRUMENT NO. 291854 OF OFFICIAL RECORDS PROVIDES THAT THE DEED
OF TRUST OR THE OBLIGATION SECURED THEREBY HAS BEEN MODIFIED.
18. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESOLUTION OF THE BOARD OF DIRECTORS OF
COACHELLA VALLEY WATER DISTRICT" RECORDED AUGUST 06, 2003 AS INSTRUMENT NO. 2003-597460 OF OFFICIAL
RECORDS.
19. AN EASEMENT FOR PRESERVING AND MAINTAINING THE EXTERIOR APPEARANCE OF THE PROPERTY AND INCIDENTAL
PURPOSES, RECORDED MARCH 20, 2008 AS INSTRUMENT NO. 08-138234 OF OFFICIAL RECORDS.
IN FAVOR OF: CITY OF PALM DESERT, A MUNICIPAL CORPORATION
AFFECTS: AS DESCRIBED THEREIN (BLANKET IN NATURE - APPEARS TO BE EXPIRED)
20. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED MEMORANDUM OF AGREEMENT, EXECUTED BY AND
BETWEEN 20 EL PASEO, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY AND FRESH & EASY NEIGHBORHOOD MARKET,
INC., A DELAWARE CORPORATION, RECORDED APRIL 21, 2008, AS INSTRUMENT NO. INSTRUMENT NO. 08-196564 OF
OFFICIAL RECORDS. (OWNERS REPRESENTATIVE IS REVIEWING THIS ITEM WITH TITLE FOR POSSIBLE REMOVAL)
21. A DEED OF TRUST TO SECURE AN ORIGINAL INDEBTEDNESS OF $1,980,000.00 RECORDED DECEMBER 15, 2011 AS
INSTRUMENT NO. 2011-0556148 OF OFFICIAL RECORDS.
DATED: DECEMBER 13, 2011
TRUSTOR: EL PASEO WEST PROPERTIES, LLC A CALIFORNIA LIMITED LIABILITY COMPANY
TRUSTEE: FIDELITY NATIONAL TITLE COMPANY, A CORPORATION
BENEFICIARY: FIRSTBANK ORGANIZED AND EXISTING UNDER THE LAWS OF COLORADO
AFFECTS: THE LAND AND OTHER PROPERTY.
22. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS.
23. RIGHTS OF PARTIES IN POSSESSION.
12
13
15
20
10
14
S
E
E
T
S
H
E
E
T
1
S
E
E
T
S
H
E
E
T
2
MATCHLINE - SEE SHEET 2
UTILITIES SHOWN ARE BASED ON VISIBLE FEATURES AND
USA PAINT MARKOUT. NO POTHOLING WAS PERFORMED AND
RECORD PLANS PROVIDED ARE INCOMPLETE. MARKOUT OF
THE PRIVATE SEWER AND ASSOCATED IMPROVEMENTS ON THE
WEST SIDE OF THE BUIDLING WAS INCOMPLETE, AND
RECORD PLANS WERE NOT AVAILABLE. SEWER LINES EXIST
THAT ARE NOT SHOWN ON THIS DRAWING. OTHER UTILITIES
MAY EXIST THAT ARE NOT SHOWN ON THIS DRAWING.
UTILITY NOTE:
8''SS
SSMH
(244.48RIM)(244.05)(EG)(242.82)(EG)(243.47)(EG)(244.56)(EG)(244.97)(EG)(243.78)(EG)(242.67)(EG)(242.55)(EG)(243.58)(EG)(242.39)(EG)(243.30)(EG)(243.33)(EG)(242.30)(EG)(242.23)(EG)(242.18)(EG)(241.93)(EG)(241.80)(EG)(242.19)(EG)(242.94)(EG)(242.35)(EG)(242.25)(EG)(241.93)(EG)(243.08)(EG)(242.86)(EG)(242.92)(EG)(242.59)(EG)(243.41)(EG)(243.71)(EG)(244.76)(EG)(244.07)(EG)(244.07)(EG)(244.43)(EG)(244.50)(EG)(244.79)(EG)(245.66)(EG)(246.41)(EG)(245.73)(EG)(246.38)(EG)(246.43)(EG)(245.88)(EG)(246.47)(EG)(246.16)(EG)(246.22)(EG)(245.91)(EG)(245.27)(EG)(244.20)(EG)(245.93)(EG)(244.49)(EG)(242.73)(EG)(EG)(242.98)(EG)(245.62)(EG)(246.33)(EG)(246.05)(EG)(246.07)(EG)(246.31)(EG)SPEED BUMP
(245)(244)(243)(2
4
5
)(245)(244)(243)(244)(243)(244)(243)(244)(245)(242)(2
4
3
)
(2
4
4
)(245)(24
6
)(244)(243)(245)8''SS
SSMH
(242.30RIM)
(X-FRMR)
(P5168509)
4
3
(ELEC. ROOM)
(FACP)
2
3 WILDEST GREENS
1
FIRE RISER
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS(SEWER)
(SEWER)
(SEWER)(SEWER)(SEWER)(ELECTRICAL PER USA MARKOUT)(ELECTRICAL PER USA MARKOUT)(E
L
E
C
T
R
I
C
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS(SEWER LATERAL)GGG(GAS PER USA MARKOUT)(GAS PER USA MARKOUT)(GAS)(SSCO)(SSCO)(SSCO)(ELECTRICAL PER USA MARKOUT)(ELECTRICAL PER USA MARKOUT)(TELECOM PER USA MARKOUT)8''SS8''SS8''SS(SEWER)(SEWER)(ELECTRICAL PER USA MARKOUT)(ELECTRICAL PER USA MARKOUT)(TELECOM PER USA MARKOUT)(TELECOM PER USA MARKOUT)(TELECOM PER USA MARKOUT)(E
L
E
C
T
R
I
C
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)(ELECTRICAL VAULT)(FF = 247.0)
(FF = 247.0)
(
2
4
6
.
2
0
T
C
)
(
2
4
5
.
3
4
F
S
)
(
2
4
5
.
6
9
T
C
)
(
2
4
5
.
3
2
F
S
)
(
24
6
.
8
4T
C
)
(2
46
.
3
0
FS
)
(
2
4
6
.
2
2
T
C
)
(
2
4
5
.
4
8
F
S
)
(
2
4
7
.
0
4
T
C
)
(
2
4
6
.
5
9
F
S
)
(
2
4
5
.
1
6
T
C
)
(
2
4
5
.
3
4
F
S
)
(
2
4
7
.
0
2
T
C
)
(
2
4
6
.
6
5
F
S
)
(
2
4
6
.
0
3
T
C
)
(
2
4
5
.
8
0
F
S
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
4
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
3
5
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
4
5
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
6
5
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(2
4
6
)(246)(
2
4
7
.
0
8
T
C
)
(
2
4
6
.
6
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
6
.
5
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
6
.
9
8
T
C
)
(
2
4
6
.
5
6
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
7
.
0
1
T
C
)
(EXISTING BUILDING)
(EXISTING BUILDING)
(CONCRETE)
(CONCRETE)(CONCRETE)(CONCRETE)(CONCRETE)(CONCRETE)(CONCRETE)(CONCRETE)(CONCRETE)(CONCRETE)(GREASE)(TRAP)(SSCO)(SSCO)(
2
4
4
.
5
1
T
C
)
(
2
4
4
.
2
7
F
S
)
(
2
4
5
.
0
8
T
C
)
(
2
4
4
.
6
0
F
S
)
(
2
4
5
.
6
2
T
C
)
(
2
4
5
.
0
8
F
S
)
(
2
4
5
.
5
4
T
C
)
(
2
4
5
.
9
5
F
S
)
(
2
4
4
.
1
0
T
C
)
(
2
4
3
.
9
0
F
S
)
(
2
4
3
.
5
7
T
C
)
(
2
4
3
.
3
5
F
S
)(PLANTER)(PLANTER)
(SSCO)8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSPAR
C
E
L
3
PAR
C
E
L
2
PAR
C
E
L
1
10.00'15
14
14
14
14
6.
0
0
'136
.
0
0
'
6.
0
0
'131
3
6
.
0
0
'
1
3
PARCEL 5
10
10
10
(N00°29'20"W 270.00')(106.00')(76.00')(N89°30'40"
E
1
5
6
.
0
0
'
)(N00°29'20"W 326.00')14
SSMH
(244.48RIM)
M(251.74)(EG)(251.28)(EG)(252.53)(EG)(252.44)(EG)(252.35)(EG)(252.70)(EG)(251.19)(EG)(250.98)(EG)(249.62)(EG)(249.73)(EG)(249.52)(EG)(248.17)(EG)(250.02)(EG)(251.74)(EG)(252.86)(EG)(251.38)(EG)(249.74)(EG)(252.85)(EG)(WTR)
(VLV)(252.73)(EG)(252.85)(EG)(252.75)(EG)(WTR)
(VLV)(249.28)(EG)(252.44)(EG)(248.49)(EG)(248.30)(EG)(248.77)(EG)(248.47)(EG)(248.09)(EG)(247.89)(EG)(248.04)(EG)(247.53)(EG)(247.70)(EG)(246.78)(EG)(247.19)(EG)(247.70)(EG)(247.30)(EG)(248.68)(EG)(248.32)(EG)(246.52)(EG)(246.92)(EG)(247.03)(EG)(246.23)(EG)(246.19)(EG)(245.84)(EG)(244.05)(EG)(242.82)(EG)(243.47)(EG)(244.56)(EG)(244.97)(EG)(243.78)(EG)(242.67)(EG)(242.55)(EG)(243.58)(EG)(242.39)(EG)(243.30)(EG)(243.33)(EG)(242.30)(EG)(242.23)(EG)(242.18)(EG)(241.93)(EG)(241.80)(EG)(242.19)(EG)(242.94)(EG)(242.35)(EG)(242.25)(EG)(241.93)(EG)(243.08)(EG)(242.86)(EG)(242.92)(EG)(242.59)(EG)(243.41)(EG)(243.71)(EG)(244.76)(EG)(244.07)(EG)(244.07)(EG)(244.43)(EG)(244.50)(EG)(244.79)(EG)(245.66)(EG)(246.41)(EG)(245.73)(EG)(246.38)(EG)(246.43)(EG)(245.88)(EG)(246.47)(EG)(246.16)(EG)(246.22)(EG)(245.91)(EG)(245.27)(EG)(244.20)(EG)(245.93)(EG)(244.49)(EG)(242.73)(EG)(242.34)(EG)(242.98)(EG)(245.62)(EG)(248.23)(EG)(248.42)(EG)(248.51)(EG)(247.66)(EG)(247.23)(EG)(246.76)(EG)(246.65)(EG)(246.33)(EG)(246.05)(EG)(246.07)(EG)(250.34)(EG)(249.50)(EG)(247.63)(EG)(247.95RIM)
SSMH
W (246.31)(EG)(247.15)(EG)(247.25)(EG)(247.27)(EG)(247.23)(EG)(TRASH ENCLOSURE)(250.28)(EG)(250.37)(EG)(250.36)(EG)(250.38)(EG)(250.34)(EG)(250.29)(EG)(250.22)(EG)(250.19)(EG)(250.08)(EG)(250.17)(EG)(250.23)(EG)(250.05)(EG)(249.16)(EG)(249.05)(EG)(247.89)(EG)(247.54)(EG)(248.52)(EG)(247.60)(EG)(246.97)(EG)(249.38)(EG)(246.49)(EG)(246.33)(EG)(245.95)(EG)(249.26)(EG)(248.71)(EG)(247.88)(EG)SPEED BUMP
(25
2)
(251)(250)(249)(250)(253
)
(25
3
)
(251)
(250)
(253)
(253)
(251)
(250)(253)(252)(251)(250)(249)(248)(2
4
7
)(248)(248)(249)(
2
4
7
)
(2
4
6
)
(247)
(2
46
)
(245
)(244)(243)(2
4
5
)(245)(244)(243)(244)(243)(244)(243)(244)(245)(242)(243)
(244)
(24
5)
(246)(244)(243)(245)(TELCOM)
SSMH
(242.30RIM)
(X-FRMR)
(P5168509)
4
3
(ELEC. ROOM)
(FACP)
2
3 WILDEST GREENS
1
FIRE RISER
G
(CONCRETE)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)
(24" CML/CMC WATER MAIN)
(8" CML/CMC WATER MAIN)
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS(SEWER)(SEWER)(SEWER)
(S
E
W
E
R
)
(SEWER
)
(S
E
W
E
R
)
(E
L
E
C
T
R
I
C
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)(ELECTRICAL PER USA MARKOUT)(ELECTRIC
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)8''SS8''SS8''SS(SEWE
R
L
A
T
E
R
A
L)GGGG
(TELE-MH)
(SSCO)
(G
A
S
P
E
R
U
S
A
M
ARKOU
T
)
(G
A
S
P
ER US
A
M
A
R
K
O
U
T
)
(GAS)
(S
S
CO)
(S
S
CO)
(SSCO)
(E
L
E
C
T
RICAL
P
E
R
U
S
A
M
A
R
K
O
U
T
)(ELEC
T
R
I
C
A
L
P
E
R
U
S
A
MARKO
U
T
)
(E
L
E
C
T
R
I
C
A
L
P
E
R USA
M
A
R
K
O
U
T
)
(TEL
E
C
O
M
PER
U
S
A
M
ARK
O
U
T
)
(ELECTRICAL PER USA MARKOUT)
(ELECTRICAL PER USA MARKOUT)
(TELECOM PER US
A
M
A
R
K
O
U
T
)(TEL
E
C
O
M P
E
R
U
S
A
MA
R
K
O
U
T
)
(G
A
S
P
E
R
U
S
A MARK
O
U
T
)
(SEWER)
(S
E
W
E
R
)
(E
L
E
C
T
R
I
C
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)
(ELECT
R
I
C
A
L
P
E
R
U
S
A
M
A
RKOUT)(TEL
E
C
O
M P
E
R
U
S
A
MA
R
K
O
U
T
)(TELE
C
O
M
PER
U
S
A
MAR
K
O
U
T
)
(TEL
E
C
O
M
PER
U
S
A
M
ARK
O
U
T
)
(T
E
L
ECO
M
P
E
R
USA
M
A
R
K
OUT)
(E
L
E
C
T
R
I
C
A
L
P
E
R
U
S
A
M
A
R
K
O
U
T
)
(E
L
E
C
T
R
I
C
A
L
VAULT
)
(FF = 247.0)
(FF = 247.0)
(
2
4
6
.
8
8
T
C
)
(
2
4
6
.
3
1
F
S
)
(2
4
7
.
0
0
T
C
)
(2
4
6
.
5
6
F
S
)
(2
4
6
.
2
0
T
C
)
(2
4
5
.
3
4
F
S
)
(2
4
5
.
6
9
T
C
)
(2
4
5
.
3
2
F
S
)
(246.
8
4
T
C
)
(246.3
0
F
S
)
(2
4
9
.
9
9
T
C
)
(
2
4
9
.
5
1
F
S
)
(
2
4
9
.
7
0
T
C
)
(
2
4
9
.
3
5
F
S
)
(2
4
8
.
7
2
T
C
)
(2
4
8
.
0
0
F
S
)
(2
4
8
.
1
5
T
C
)
(2
4
7
.
8
0
F
S
)
(2
4
7
.
0
3
T
C
)
(
2
4
6
.
9
3
F
S
)
(2
4
9
.
8
2
T
C
)
(2
4
9
.
4
5
F
S
)
(2
4
9
.
8
2
T
C
)
(2
4
9
.
4
5
F
S
)
(
2
5
1
.
4
9
T
C
)
(2
5
0
.
8
9
F
S
)
(
2
4
6
.
2
2
T
C
)
(2
4
5
.
4
8
F
S
)
(2
4
7
.
0
4
T
C
)
(
2
4
6
.
5
9
F
S
)
(2
4
5
.
1
6
T
C
)
(
2
4
5
.
3
4
F
S
)
(
2
4
7
.
0
2
T
C
)
(2
4
6
.
6
5
F
S
)
(2
4
6
.
0
3
T
C
)
(
2
4
5
.
8
0
F
S
)
(
2
4
8
.
1
9
T
C
)
(2
4
7
.
8
4
F
S
)
(
2
4
8
.
9
1
T
C
)
(2
4
8
.
6
0
F
S
)
(
2
4
8
.
1
2
T
C
)
(2
4
7
.
7
6
F
S
)
(
2
4
6
.
8
6
T
C
)
(2
4
6
.
4
1
F
S
)
(2
4
6
.
9
6
T
C
)
(2
4
6
.
5
3
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(
2
4
7
.
0
5
T
C
)
(
2
4
6
.
7
6
F
S
)
(
2
4
6
.
5
1
T
C
)
(2
4
6
.
1
2
F
S
)
(2
4
7
.
0
0
T
C
)
(
2
4
6
.
4
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(2
D
R
A
I
N
S
)
(
2
D
R
A
I
N
S
)
(2
4
7
.
0
0
T
C
)
(2
4
6
.
3
5
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(2
D
R
A
I
N
S
)
(2
4
7
.
0
0
T
C
)
(
2
4
6
.
4
5
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
6
5
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(2
D
R
A
I
N
S
)
(2
4
6
)(246)(2
4
7
.
0
8
T
C
)
(2
4
6
.
6
0
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(2
D
R
A
I
N
S
)
(2
4
6
.
5
0
I
N
V
)
(C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
6
.
9
8
T
C
)
(2
4
6
.
5
6
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(2
4
7
.
0
1
T
C
)
(EXISTING BUILDING)
(EXISTING BUILDING)
(CONCRETE)
(CONCRETE)
(CONCRETE)
(CONCRETE)
(C
O
N
C
R
E
TE)
(C
O
N
C
R
E
T
E
)
(C
O
N
CRETE)(CONCR
E
T
E
)
(C
O
N
C
R
E
T
E
)
(CONCRE
T
E
)
(C
O
N
C
R
E
T
E
)(CONCR
E
T
E
)
(G
R
E
A
S
E
)
(T
R
A
P
)
(S
S
C
O
)(SSCO
)
(
2
4
4
.
5
1
T
C
)
(2
4
4
.
2
7
F
S
)
(
2
4
5
.
0
8
T
C
)
(2
4
4
.
6
0
F
S
)
(2
4
5
.
6
2
T
C
)
(
2
4
5
.
0
8
F
S
)
(
2
4
9
.
5
3
T
C
)
(2
4
8
.
9
9
F
S
)
(
2
4
7
.
9
8
T
C
)
(
2
4
7
.
6
0
F
S
)
(2
5
0
.
0
5
T
C
)
(2
4
9
.
6
1
F
S
)
(
2
4
9
.
8
0
T
C
)
(2
4
9
.
4
2
F
S
)
(2
4
8
.
9
9
T
C
)
(2
4
8
.
5
5
F
S
)
(
2
4
5
.
5
4
T
C
)
(2
4
5
.
9
5
F
S
)
(2
4
4
.
1
0
T
C
)
(2
4
3
.
9
0
F
S
)
(2
4
3
.
5
7
T
C
)
(
2
4
3
.
3
5
F
S
)
(PLANTER)
(P
L
A
N
T
E
R
)
(PLANTER)
(SSCO)8''SS8''SS8''SS8''SS8''SSPAR
C
E
L
4
PAR
C
E
L
3
PAR
C
E
L
2
PAR
C
E
L
1
10.00'15
10.00'15
20
20
20
14
14
14
14
14
14
6.
0
0
'
13
6.
0
0
'
6.
0
0
'
13
13
6.
0
0
'
13
PARCEL 5
EL PASEO
20
.
0
0
'
12
20
.
0
0
'
12
20
.
0
0
'
12
10
10
10
10
10
(N00°2
9
'
2
0
"
W
2
7
0
.
0
0
'
)
(1
0
6
.
0
0
'
)
(7
6
.
0
0
'
)
(N89°30'40"E 156.00')
(N
0
0
°
2
9
'
2
0
"
W 326
.
0
0
'
)
(N89°30'40"E 123.00')
(N
0
0
°
2
9
'
20"W
5
6
.
0
0
'
)
(N89°30'40"E 33.00')
(8
8
.
0
0
'
)
14
UNDER REVIEW
UNDER REVIEW
2
72990 EL PASEO, PALM DESERT, CA, 92260
LOT 5 OF PARCEL MAP NO. 14710 (PMB 83/22-23)
BOUNDARY AND TOPOGRAPHIC SURVEY EXHIBIT
IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SURVEY EXHIBIT
10 5 10 20 30
SCALE: 1"=10'
0 SCALE: 1"=40'MATCHLINE - SEE SHEET 1
RECORD DATA:
() DENOTES RECORD DATA
PER PARCEL MAP NO. 14710
(PMB 83/22-23) & MEASURED.
PREPARED FOR:
EL PASEO WEST PROPERTIES, LLC.
C/O MATT JOHNSON
72000 MAGNESIA FALLS DR, STE 4
RANCHO MIRAGE, CA 92270
APN
PROPERTY ADDRESS:
72990 EL PASEO
PALM DESERT, CA 92260
640-170-013
KEY MAP
S
E
E
T
S
H
E
E
T
1
S
E
E
T
S
H
E
E
T
2
EASEMENTS:
1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE
PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON
WHICH ALL OF THE SCHEDULE B, PART I-REQUIREMENTS ARE MET.
2. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING
AUTHORITYTHAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS; (B) PROCEEDINGS
BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS, OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR
NOT SHOWN BY THE RECORDS OF SUCH AGENCY OR BY THE PUBLIC RECORDS.
3. ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THAT ARE NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE
ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND.
4. EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS.
5. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT
WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC
RECORDS.
6. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE
ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT THE MATTERS EXCEPTED
UNDER (A), (B), OR (C) ARE SHOWN BY THE PUBLIC RECORDS.
7. GENERAL AND SPECIAL TAXES AND ASSESSMENTS FOR THE FISCAL YEAR 2020-2021, A LIEN NOT YET DUE OR
PAYABLE.
8. THE LAND LIES WITHIN THE BOUNDARIES OF PROPOSED COMMUNITY FACILITIES DISTRICT NO. 1, AS DISCLOSED BY A
MAP FILED JANUARY 05, 1990 IN BOOK 28, PAGE 75 OF MAPS OF ASSESSMENT AND COMMUNITY FACILITIES
DISTRICTS.
9. THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION 75 OF
THE CALIFORNIA REVENUE AND TAXATION CODE.
10. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 26, 1928 IN BOOK 790 OF
DEEDS, PAGE 402.
IN FAVOR OF: SOUTHERN SIERRAS POWER COMPANY
AFFECTS: AS DESCRIBED THEREIN
11. AN EASEMENT FOR UTILITY AND INCIDENTAL PURPOSES, RECORDED MAY 11, 1951 AS INSTRUMENT NO. 20201 IN
BOOK 1270, PAGE 339 OF OFFICIAL RECORDS.
IN FAVOR OF: CALIFORNIA ELECTRIC POWER COMPANY
AFFECTS: AS DESCRIBED THEREIN
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
12. AN EASEMENT FOR UTILITY AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 17, 1958 AS BOOK 2333, PAGE
569 OF OFFICIAL RECORDS.
IN FAVOR OF: SOUTHERN CALIFORNIA GAS COMPANY
AFFECTS: AS DESCRIBED THEREIN
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
13. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED MAY 14, 1979 AS INSTRUMENT NO.
98333 OF OFFICIAL RECORDS.
IN FAVOR OF: SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION
AFFECTS: AS DESCRIBED THEREIN
14. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED DECLARATION OF RESTRICTIONS
AND GRANT OF EASEMENTS RECORDED OCTOBER 16, 1979 AS INSTRUMENT NO. 219707 OF OFFICIAL RECORDS.
15. AN EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED DECEMBER 11, 1979 AS INSTRUMENT
NO. 263220 OF OFFICIAL RECORDS.
IN FAVOR OF: CAL-AMERICAN INCOME PROPERTY FUND, A CALIFORNIA LIMITED
PARTNERSHIP; STANDARD INSURANCE COMPANY, AN OREGON
CORPORATION; HWS PALM DESERT, A LIMITED PARTNERSHIP; AND CLARE
BUILDERS, INC., A CORPORATION
AFFECTS: AS DESCRIBED THEREIN
16. A DEED OF TRUST TO SECURE AN ORIGINAL INDEBTEDNESS OF $2,842,000.00 RECORDED JUNE 14, 1989 AS
INSTRUMENT NO. 195347 OF OFFICIAL RECORDS.
DATED: JUNE 13, 1989
TRUSTOR: RPM INVESTMENTS INC., A CALIFORNIA CORPORATION ("RPM"),
AMERICAN DEFERRED EXCHANGE CORP., A CALIFORNIA CORPORATION
("ADEC"), AND FRANK OEHLBAUM, AS TRUSTEE OF THE FRANK OEHLBAUM TRUST DATED NOVEMBER 9, 1988
TRUSTEE: COLUMBIA FINANCIAL CORPORATION, A CALIFORNIA CORPORATION
BENEFICIARY: COLUMBIA SAVINGS AND LOAN ASSOCIATION, A CALIFORNIA CORPORATION
AFFECTS: THE LAND AND OTHER PROPERTY.
A DOCUMENT ENTITLED "TENANT LEASE ASSIGNMENT" RECORDED JUNE 14, 1989 AS INSTRUMENT NO. 195348
OF OFFICIAL RECORDS, AS ADDITIONAL SECURITY FOR THE PAYMENT OF THE INDEBTEDNESS SECURED BY THE DEED OF
TRUST.
17. A DEED OF TRUST TO SECURE AN ORIGINAL INDEBTEDNESS OF $2,800,000.00 RECORDED OCTOBER 23, 1989 AS
INSTRUMENT NO. 367501 OF OFFICIAL RECORDS.
DATED: OCTOBER 10, 1989
TRUSTOR: FRANK OEHLBAUM, AS TRUSTEE OF THE FRANK OEHLBAUM TRUST
DATED NOVEMBER 9, 1988, AN UNDIVIDED 13.5% INTEREST;
WILSHIRE-ALEXANDRIA CO., A CALIFORNIA GENERAL PARTNERSHIP, AN
UNDIVIDED 36.5% INTEREST; BRANDT AND BRANDT, A PARTNERSHIP,
A CALIFORNIA GENERAL PARTNERSHIP, AN UNDIVIDED 50% INTEREST
TRUSTEE: FIDELITY NATIONAL TITLE INSURANCE COMPANY
BENEFICIARY: THE CANADA LIFE ASSURANCE COMPANY
AFFECTS: THE LAND AND OTHER PROPERTY.
A DOCUMENT ENTITLED "ABSOLUTE ASSIGNMENT OF LEASES AND RENTS" RECORDED OCTOBER 23, 1989 AS INSTRUMENT
NO. 367502 OF OFFICIAL RECORDS, AS ADDITIONAL SECURITY FOR THE PAYMENT OF THE INDEBTEDNESS SECURED BY
THE DEED OF TRUST.
A DOCUMENT RECORDED JULY 22, 1994 AS INSTRUMENT NO. 291854 OF OFFICIAL RECORDS PROVIDES THAT THE DEED
OF TRUST OR THE OBLIGATION SECURED THEREBY HAS BEEN MODIFIED.
18. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESOLUTION OF THE BOARD OF DIRECTORS OF
COACHELLA VALLEY WATER DISTRICT" RECORDED AUGUST 06, 2003 AS INSTRUMENT NO. 2003-597460 OF OFFICIAL
RECORDS.
19. AN EASEMENT FOR PRESERVING AND MAINTAINING THE EXTERIOR APPEARANCE OF THE PROPERTY AND INCIDENTAL
PURPOSES, RECORDED MARCH 20, 2008 AS INSTRUMENT NO. 08-138234 OF OFFICIAL RECORDS.
IN FAVOR OF: CITY OF PALM DESERT, A MUNICIPAL CORPORATION
AFFECTS: AS DESCRIBED THEREIN (BLANKET IN NATURE - APPEARS TO BE EXPIRED)
20. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED MEMORANDUM OF AGREEMENT, EXECUTED BY AND
BETWEEN 20 EL PASEO, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY AND FRESH & EASY NEIGHBORHOOD MARKET,
INC., A DELAWARE CORPORATION, RECORDED APRIL 21, 2008, AS INSTRUMENT NO. INSTRUMENT NO. 08-196564 OF
OFFICIAL RECORDS. (OWNERS REPRESENTATIVE IS REVIEWING THIS ITEM WITH TITLE FOR POSSIBLE REMOVAL)
21. A DEED OF TRUST TO SECURE AN ORIGINAL INDEBTEDNESS OF $1,980,000.00 RECORDED DECEMBER 15, 2011 AS
INSTRUMENT NO. 2011-0556148 OF OFFICIAL RECORDS.
DATED: DECEMBER 13, 2011
TRUSTOR: EL PASEO WEST PROPERTIES, LLC A CALIFORNIA LIMITED LIABILITY COMPANY
TRUSTEE: FIDELITY NATIONAL TITLE COMPANY, A CORPORATION
BENEFICIARY: FIRSTBANK ORGANIZED AND EXISTING UNDER THE LAWS OF COLORADO
AFFECTS: THE LAND AND OTHER PROPERTY.
22. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS.
23. RIGHTS OF PARTIES IN POSSESSION.
12
13
15
20
10
14
2 NO. 8756BENJAMIN DANIEL EGA N
PROFESSIONAL LAND SURVEYOR
STA TE OF CALIFORNIAPO BOX 5282, LA QUINTA, CA 92248-5282EGAN CIVIL, INC.(760) 404-7663 WWW.EGANCIVIL.COMHV-11350.00CU
R
B
A
N
D
SI
D
E
W
A
L
K
AW
N
I
N
G
BUILDINGEDGE OF DIRTED
G
E
O
F
A
S
P
H
.EDGE OF CONC.CONTROL1350.00V-1FIRE HYDRANTPOOLROADSTRIPESPARKINGGUARD RAILWALLRE
T
A
I
N
I
N
G
FENCEPoolPSTANDPIPEMA
N
H
O
L
E
PIPE LINECATCH BASINVA
L
V
E
TA
N
K
DR
O
P
I
N
L
E
T
VA
U
L
T
RAILROADRAIL SIGNALIN
T
E
R
C
O
N
T
O
U
R
POWER POLEST
R
E
E
T
L
I
G
H
T
PO
W
E
R
P
O
L
E
W
/STREET LIGHTMI
S
C
E
L
L
A
N
E
O
U
SSINGLE TREEINDEX CONTOURTRAFFIC SIGNALGUY WIRESPMHPALMTR
E
E
S
SI
G
N 13401350SYMBOL LEGEND:WALLGUTTERST
R
I
P
I
N
G
ROADWAYSBARRIERSPAVEMENT MARKINGSAND SIGNAGERAILROAD AND TRANSITUTILITY (WET)UTILITY (DRY)LANDSCAPINGAND TERRAINPP PPABBREVIATIONS:C/L CENTERLINECOR. CORNERE EASTEG EXISTING GROUNDFL FLOW LINEFS FINISH SURFACEGPS GLOBAL POS. SYSTEMHYD. FIRE HYDRANTIP IRON PIPEMB MAP BOOKMON. MONUMENTN NORTHREF. REFERENCER/W RIGHT-OF-WAYRS RECORD OF SURVEYPMB PARCEL MAP BOOKS SOUTHSEC. SECTIONSD
M
H
S
T
O
R
M
D
R
A
I
N
M
A
N
H
O
L
E
SS
M
H
S
A
N
.
S
E
W
E
R
M
A
N
H
O
L
E
TC
T
O
P
O
F
C
U
R
B
TCOL TOP OF COLUMNTW TOP OF WALLVLV. VALVEW WESTWM WATER METER(XX.XX) EXISTING ELEVATION CALLOUTBENCHMARK:BASIS OF BEARINGS:INDICATES FOUND 3/4" IRON PIPE WITH PLASTIC PLUG STAMPED"LS 4146", PER PMB 83/22-23BE
N
C
H
M
A
R
K
:
PD
#
1
3
9
ELEVATION: 245.597 DATUM: NAVD88DE
S
C
R
I
P
T
I
O
N
:
2"
B
R
A
S
S
D
I
S
K
S
E
T
F
L
U
S
H
I
N
T
O
P
O
F
C
A
T
C
H
B
A
S
I
N
O
N
W
E
S
T
E
R
L
Y
S
I
D
E
OF
H
I
G
H
W
A
Y
7
4
,
1
7
6
F
T
N
O
R
T
H
E
R
L
Y
O
F
E
C
R
O
F
E
L
P
A
S
E
O
,
3
.
8
F
T
W
E
S
T
O
F
C
F
.BEARINGS SHOWN HEREON ARE BASED ON THE NORTH PROPERTY LINE OF PARCEL 2, ASSHOWN BY A MAP ON FILE IN PARCEL MAP BOOK 83, PAGES 22 THROUGH 23 INCLUSIVE OFMAPS, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING: NORTH89°30'40" EAST.BOUNDARY & TOPOGRAPHICSURVEY EXHIBITLOT 5 OF PARCEL MAP NO. 14710 (PMB 83/22-23)72990 EL PASEO, PALM DESERT, CA 92260 EL PASEO WEST PROPERTIES, LLCDISCLAIMER: I
N
F
O
R
M
A
T
I
O
N
S
H
O
W
N
I
S
C
O
M
P
I
L
E
D
S
T
R
I
C
T
L
Y
FR
O
M
T
H
E
F
I
E
L
D
S
U
R
V
E
Y
,
F
I
R
S
T
A
M
E
R
I
C
A
N
T
I
T
L
E
I
N
S
U
R
A
N
C
E
CO
M
P
A
N
Y
N
O
.
N
C
S
-
1
0
3
0
6
3
8
-
O
N
T
1
D
A
T
E
D
9
/
1
1
/
2
0
2
0
A
N
D
PUBLIC RECORDS LIMITED TO OFFICIAL MAPS FILED IN THECOUNTY SURVEYORS OFFICE. THE ABOVE MENTIONED SOURCESARE THE BASIS FOR ALL CONSTRAINTS PLOTTED HEREON. THISMAY NOT BE EXHAUSTIVE AND ADDITIONAL CONSTRAINTS MAYEXIST WHICH ARE NOT DISCLOSED IN THE ABOVE. THE CLIENTIS ADVISED TO CONTACT THE CITY FOR ADDITIONALINFORMATION ON BUILDING DESIGN REGULATIONS.SURVEY NOTES:1" = 10'
20200499
MARCH 04, 2024
JO/HA
TE/BDE
20200499
SHEETS
FILE NO.
OF
S H E E T
JOB NUMBER
SCALE
DATE FOR:DATE:P.L.S. 8756BE
N
J
A
M
I
N
D
A
N
I
E
L
E
G
A
N
,
P
E
,
P
L
SDATE BY DESCRIPTION APP'D DATER E V I S I O N SFIELD CREW
MAPPING 03/04/2024THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF PALM DESERT, COUNTY
OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
PARCEL A:
PARCEL 5 OF PARCEL MAP NO. 14710, IN THE CITY OF PALM DESERT, AS SHOWN BY MAP ON
FILE IN BOOK 83, PAGES 22 AND 23 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL B:
A NON-EXCLUSIVE EASEMENT FOR PEDESTRIAN, AUTOMOTIVE, INGRESS, EGRESS AND PARKING,
AS CONTAINED IN THE DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED
OCTOBER 16, 1979 AS INSTRUMENT NO. 219707 OF OFFICIAL RECORDS.
LEGAL DESCRIPTION:MONTEREY AVEHI
GH
W
A
Y
1
11
PLAZA WAYEL PASEO
HIG
H
W
A
Y
7
4
NO
T
T
O
S
C
A
L
E
VICINITY MAP
SITEPALM DESERTUTILITIES SHOWN ARE BASED ON VISIBLE FEATURES AND
USA PAINT MARKOUT. NO POTHOLING WAS PERFORMED AND
RECORD PLANS PROVIDED ARE INCOMPLETE. MARKOUT OF
THE PRIVATE SEWER AND ASSOCATED IMPROVEMENTS ON THE
WEST SIDE OF THE BUIDLING WAS INCOMPLETE, AND
RECORD PLANS WERE NOT AVAILABLE. SEWER LINES EXIST
THAT ARE NOT SHOWN ON THIS DRAWING. OTHER UTILITIES
MAY EXIST THAT ARE NOT SHOWN ON THIS DRAWING.
UTILITY NOTE:
DATE OF FIELD SURVEY: 09/10/2020 & 09/23/2020 & 12/12/2023
EXHIBIT UPDATED: 03/04/2024
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS
8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
(E)(E)(E)(E)EXISTING
RESTAURANT
9,728 SF
F.F.±247'-0"
(E)
(E)
D2
D2
D2
D2
D2
D6
D6
D3
D5
D4
D4
D9
D9
D9
D8
D8
(E) ADA
PARKINGEL PASEO10
11
12
13
REMAIN DEMO
DEMO
(E) PATH OF
TRAVEL
(E) PATH OF
TRAVEL
EXISTING19'-1012"EXISTING27'-412"EXISTING17'-1012"(E) RAMP
(E)
STORAGE (E)
ELECT. ROOM28'-4 14 " EXISTINGCURB TO CURB4'-1012"EXISTING6'-9"6'-812"5'-9"
5'-41
2"6'-012"28'-5 14"EXISTINGCURB TO CURB153'-7"
EXISTING
REMAIN
D4
PROPERTY LINE 270'
PROPERTY LINE 326'
PROPERTY LINE 56'PROPERTY LINE123'PROPERTY LINE156'PROPERTY LINE33'10'-0"D2
D2 34'-0"BUILDING TO BUILDING(E)TRASH
LOCATION
D2 D2
D7
D7
D10 D6
D6
D11
D1
D1
D1
(E)FIRE RISER
ROOM
D12
D12
DEMO REMAIN
D2
AREA TO DE
DISTURBED
4,629.5 S.F.
D13
(E)GREASE TRAP
LOCATION
1/16" - 1'-0"
OVERALL
E.SITE PLAN
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
A-1.10
ACCESSIBILITY STATEMENT
ACCESSIBLE ROUTES OF TRAVEL HAVE BEEN PROVIDED BETWEEN ALL BUILDINGS, ACCESSIBLE ENTRANCES TO THE SITE, IN ACCORDANCE WITH
C.B.C. CHAPTER 11 AND CALIFORNIA TITLE 24.
PATH OF TRAVEL AS INDICATED IS BARRIER-FREE ACCESS WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" AT 1:2 MAX. SLOPE, EXCEPT
THAT LEVEL CHANGE DOES NOT EXCEED 1/4" VERTICAL.
ALL STAMPED CONCRETE SURFACES SHALL COMPLY WITH H/C REQUIREMENTS FOR JOINT WIDTH & DEPTH. FILL ALL JOINTS W/ GROUT/MORTAR IF NECESSARY.
ACCESSIBILITY NOTES
1.AT EVERY PRIMARY PUBLIC ENTRANCE, AND AT EVERY MAJOR FUNCTION AREA, ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE IS TO BE A
SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS ARE REQUIRED TO INDICATE THE DIRECTION OF TRAVEL TO ACCESSIBLE
ENTRANCES AND FACILITIES.
2.ALL WALKS SHALL BE LESS THAN 1:20 (5%) MAX SLOPE UNLESS DESIGNATED
AS A RAMP.
3.ANY AND ALL ABRUBT LEVEL CHANGES IN WALKS OR HARDSCAPE ALONG AN ACCESSIBLE ROUTE SHALL BE LESS THAN OR EQUAL TO 1/2". IF LEVEL
CHANGES ARE GREATER THAN 1/2" THEY MUST COMPLY WITH THE
REQUIREMENTS OF CURB RAMPS.
4.ANY OBSTRUCTION THAT OVERHANG A PEDESTRIAN WAY SHALL BE A MIN. OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE
OBSTRUCTION PER CBC SECTION 11B-307
5.REFER TO CIVIL DRAWINGS FOR EXACT LOCATION OF BUILDING PADS, PROPERTY LINES, EXISTING STRUCTURE LOCATIONS, EXISTING UTILITY LOCATIONS, ETC..
6.SITE LAYOUT AS SHOWN IS ARCHITECTS INTENT. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS IN FIELD PRIOR TO START OF CONSTRUCTION.
7. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY CBC CHAPTER 33 AND TABLE 3306.1.
SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN
TRAFFIC.
8. PROVIDE DIRECTIONAL SIGNAGE TO ACCESSIBLE ENTRANCE PER 2013 CBC SECT: 11B-216 COORDINATE WITH BUILDING INSPECTOR AT SITE.
1/16"-1'-0"
EXISTING SITE PLAN
DEMO KEYNOTES
EXISTING CURB TO REMAIN.
EXISTING CURB TO BE REMOVED.
EXISTING ASPHALT TO BE REMOVED, COMPACT SOIL TO
RECEIVE NEW SURFACE MATERIAL, REFER TO GRADING PLANS
FOR REQUIRED SLOPES AND ELEVATIONS.
EXISTING CONCRETE WALL TO BE REMOVED.
EXISTING CONCRETE PAD TO BE REMOVED.
EXISTING SIDEWALK TO BE REMOVED TO EDGE OF BUILDING.
EXISTING PLANTER TO REMAIN.
EXISTING TREE TO BE REMOVED.
EXISTING STEEL POST TO BE REMOVED.
EXISTING RAMP TO BE REMOVED.
EXISTING STORAGE STRUCTURE, CMU BLOCK AND METAL
DOORS TO BE REMOVED.
EXISTING LIGHT POLE AND FIXTURE TO REMAIN
EXISTING COMMUNICATION POLE TO REMAIN IN PLACE
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
DEMO NOTES
1.IT IS RESPONSIBILITY OF G.C. TO FIELD VERIFY ALL
EXISTING CONDITIONS
2.THE DEMOLITION PLANS ARE DERIVED FROM EXISTING
BUILDING PLANS AND ARE INTENDED TO REASONABLY
REPRESENT EXISTING CONDITIONS. THE DEMOLITION
KEYNOTES IDENTIFY SPECIFIC AREAS OF WORK BUT MAY
NO BE COMPLETE IN THE IDENTIFICATION OF ALL
REMOVALS. IT IS RESPONSIBILITY OF G.C. TO FIELD VERIFY
THE ACTUAL CONDITIONS AND COORDINATE
DISCREPANCIES WITH ARCHITECT.
3.COORDINATE AND VERIFY WITH OWNER/ LANDLORD ALL
ITEMS TO BE SALVAGE.
4.ALL INTERIOR SPACES TO BE STRIPPED AND CLEAR TO
RECEIVE NEW FINISHES. PATCH, CLEAN AND PREPARED
REMAINING WALLS AND CEILINGS TO RECEIVE NEW
FINISHES WHERE NECESSARY.
5.ALL CONSTRUCTION DEBRI AS A RESULT OF DEMOLITION
SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE. DO
NOT ACCUMULATE DEBRI ON THE FLOOR OR SITE.
6.THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL
NOT BE LIABLE FOR ANY ASBESTOS OR OTHER
HAZARDOUS MATERIALS ON JOBSITE. THE CONTRACTOR
SHALL IMMEDIATELY ISOLATE THE AFFECTED AREA IS
ASBESTOS OR OTHER HAZARDOUS MATERIAL ARE
DISCOVERED DURING CONSTRUCTION. NOTIFY OWNER
FOR FURTHER INSTRUCTION BEFORE PROCEEDING WITH
OTHER WORK.
7.IT IS THE RESPONSIBILITY OF G.C. TO COMPLY WITH ALL
STANDARD LOCAL, STATE AND FEDERAL SAFETY
REQUIREMENTS FOR DEMOLITION.
D12
D13
BUILDING 1APN: 640-170-013AREA: 9,728 S.F.BUILDING 4APN: 640-170-010AREA: 5,687 S.F.BUILDING 3APN: 640-170-011AREA: 4,224 S.F.BUILDING 2APN: 640-170-012AREA: 8,000 S.F.BUILDING 5APN: 640-170-009AREA: 9,933 S.F.010203040506070809101112131415161718192022232425262728293031323334353637383940414243444546474849525354555657585960616263666768697071728384878685919293949596979899100101102103104105113114115116117118119120121122123124125126127135136140141142143144145146147148150151158159160161162163737475767782811061071081091281291301311491521531541641651662150516564798089901111121331341381391571567888110132137155CODES:PALM DESERT, CALIFORNIA MUNICIPAL CODE. TITLE 25 ZONING; CHAPTER25.46 OFF-STREET PARKING AND LOADING.25.46.080 JOINT USE PARKING: DUAL USE OF PARKING MAY BE ALLOWEDWHERE THE OPERATING HOURS OF THE USES INVOLVED DO NOTOVERLAP. JOINT USE OF PARKING SHALL NO EXCEED 50 PORCENT OF THEREQUIRED SPACES OF ANY USES INVOLVED. THE AGREEMENT FOR THEJOINT USE SHALL BE IN THE FORM OF A RECORDED COVENANT ANDSHALL BE ACCEPTABLE TO THE CITY ATTORNEY. THE APPROVAL FOR THEJOINT USE CAN BE GRANTED ONLY BY THE COMMISION AND SHALLAPPLY EXCLUSIVELY TO THE C-1 AND OP ZONING DISTRICTS. ( ORD.1259 §1,2013).BLDG BANKRESTAURANTRETAILAPROX.BLDG AREABLDG 19,7284,8644,864BLDG 28,0004,0004,000BLDG 34,2244,224BLDG 45,6845,684BLDG 59,9339,933TOTAL4,00010,54823,021PARKING REQUIREMENTS PER CITY OF PALM DESERTORDINANCE 25.46.040 TABLE 25.46.1RETAIL/ BANK 3 PER 1,000 S.F.RESTAURANT 8 PER 1,000 S.F.PARKING CALCULATIONSUSE AREAPARKING REQUIREMENTSRETAIL/BANK27,021 S.F.81RESTAURANT10,548 S.F.85NEW PATIO2,977 S.F.24TOTAL SPACES REQUIRED190EXISTING SPACES 166PARKING SPACES TO BE REMOVED5PARKING SPACES TO BE ADDED 5NEW SPACES PROVIDED 166STREET PARKING SPACES REQUIRED24OWNER IS UTILIZING 25% ON PATIO SPACE FOR STORAGECONTAINER AND CIRCULATION AREAS.USABLE PATIO AREA2,233 S.F.18TOTAL SPACES REQUIRED184EXISTING SPACES 166PARKING SPACES TO BE REMOVED5PARKING SPACES TO BE ADDED 5NEW SPACES PROVIDED 166STREET PARKING SPACES REQUIRED18USABLE PATIO AREA 2,233 S.F.PROPOSE PATIO OPERATING HOURSBRUNCH9:00 AM - 1:30 PM WEEKENDS ONLYDINNER4:30 PM - 10:00 PM TUE-SUNOTHER OPERATING HOURS9:00 AM - 6:00 PM MON-SUN RETAIL9:00 AM - 5:00 PM MON-FRI BANK10:00 AM - 9:00 PM MON-SUN SHOE CITY BLDG. 5SHARE PARKING AT DINNER HOURS:50% RETAIL/BANK = 51/2 = 25.5 ≈ 26 SPACES(EXCLUDING SHOE CITY BUILDING)26 SPACES EXCEEDS THE 18 SPACES OF STREET PARKINGREQUIRED AT 100% CAPACITY OF PATIO USAGE.SHARED PARKING DURING WEEKEND HOURS50% BANK = 12/2 = 6 SPACES6 SPACES IS LESS THAN 18 STREET PARKING REQUIREMENTS AT100% OF PATIO USAGE. THEREFORE 12 STREET PARKING SPACESARE REQUIRED ON WEEKENDS DURING BRUNCH HOURS.FEBRUARY.29.2024Sheet:Date:Scale:PATIO REMODELFORWILDEST RESTAURANT72990 EL PASEO #3PALM DESERT CA,.92260z a y d a @ z b r a u n d e s i g n s . c o m7 6 0 . 8 9 8 . 4 8 6 5w w w . Z b r a u n d e s i g n s . c o mD E S I G N SPARKINGCOUNTA-1.20
EXISTING
RESTAURANT
9,728 SF
F.F.±247'-0"
(E) ADA
PARKINGEL PASEO(E) PATH OF
TRAVEL
(E) PATH OF
TRAVEL
EXISTING19'-1012"EXISTING27'-412"EXISTING17'-1012"(E) RAMP
(E)
ELECT. ROOM
4'-1012"EXISTING6'-9"6'-812"5'-9"
5'-41
2"
PROPERTY LINE 270'
PROPERTY LINE 326'
PROPERTY LINE 56'PROPERTY LINE123'PROPERTY LINE156'PROPERTY LINE33'(E)FIRE RISER
ROOM
PROPOSED
TRASH
ENCLOSURE
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS
8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
PLANTER01 02 03 04
20'X40'
PERGOLA
8'X40'
CONTAINER
1
A-1.23
EL PASEO(E)GREASE
TRAP
2
A-1.23
PLANTER
2
A-1.23
05
PLANTER
NEW PATH OF
TRAVEL
NEW PATH OF
TRAVEL
NEW PATH OF
TRAVEL
NEW
RAMP
NEW
PATH OF
TRAVEL
18'-0"5'-012"CLEAR 7'-11"EXISTING ±84'-2" EXISTING 7'-9"EXISTING27'-10"
EXISTING 19'-61
2" EXISTING 34'-71
2"9'-6"
45'-0"
NEW PARKING10'-0"8'-5"8'-7"9'-6"9'-0"
TYP.4'-0"6'-0"4'-0"2'-111
2"4'-0"4'-5"4'-0"7'-7"34'-0"(E) BLDG. TO BLDG.25'-10"NEW CURB TO CURB18'-0"25'-7"NEW CURB TO CURB25'-212"NEW CURB TO CURB28'-412"EXISTING CURB TO CURB25'-4"NEW CURB TO CURB(N) PATIO
2,977 SF 5'-0"(N) ADA
PARKING
5'-0"
CLEAR 25'-2"NEW TRASH ENCLOSURETO CURB1/16" - 1'-0"
OVERALL
NEW SITE PLAN
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
A-1.21
PARKING NOTES
MARKING REQUIREMENTS. ALL OPEN PARKING STALLS SHALL BE
CLEARLY OUTLINED WITH A MINIMUM 4-INCH WIDE DOUBLE
(“HAIRPIN”) LINES ON THE SURFACE OF THE PARKING FACILITY.
25.46.080 JOINT USE PARKING
DUAL USE OF PARKING MAY BE ALLOWED WHERE THE OPERATING
HOURS OF THE USES INVOLVED DO NOT OVERLAP. JOINT USE OF
PARKING SHALL NOT EXCEED 50 PERCENT OF THE REQUIRED
SPACES OF ANY USES INVOLVERT. THE AGREEMENT FOR THE JOINT
USE SHALL BE IN THE FORM OF A RECORDED COVENANT AND
SHALL BE ACCEPTABLE TO THE CITY ATTORNEY. THE APPROVAL FOR
THE JOINT USE CAN BE GRANTED ONLY BY THE COMMISSION AND
SHALL APPLY EXCLUSIVELY TO THE C-1 AND OP ZONING DISTRICTS.
(ORD. 1259 § 1, 2013)
1/16"-1'-0"
NEW SITE PLAN
8''SS8''SS8''SS 8''SS 8''SS 8''SS 8''SS
SHEET A-1.23SHEET A-1.22SHEETA-1.23SHEETA-1.22PLANTER 7'-11" EXISTING ±84'-2" EXISTING 7'-9" EXISTING19'-61
2" EXISTING 35'-1"9'-6"
45'-0" NEW PARKING18'-4"TYP. MATCH EXISTING STALLSN1
N1
N1
N1 N1
N2
N2
N3N4N4N5
N5
CONCRETE01 02 03 048'-11"9'-6"N6
N6
9'-0" TYP.13'-1"N3
N24'-5"N4
N4
N4
NEW TRASH
ENCLOSURE
8'-7"PLANTERNEW PATH OF TRAVEL
NEW PATH OF TRAVEL
N1N1 N1 N1N2N2
N2
N2
N3
N3
PLANTERN3
05
N4
7'-7"
N4N4N4
4'-10"4'-0"CLEAR5'-0"CLEAR5'-0"CLEAREXISTING
ELECTRICAL
1
A-1.30
SIM
8'-5"N2
PAVERN10
N10 CONCRETEFIREPLACE
39'-2"
N8
NEW PATIO
2,977 SF
EXISTING
RESTAURANT
F.F.±
247'-0"10'-0"12'-4"19'-11"19'-11"24'-25
8"HEATERHEATERHEATERHEATERHEATERHEATERHEATERHEATERN8
PLANTER
DRAINN4PLANTERPLANTER
PLANTER2'-10"
N9N9
36"
PA
5'-0"NEW PATH OF TRAVEL4'-0"CLEAR6'-0"3'-6"
CLEAR
4'-0"
CLEAR 8'-8"8'X40'
CONTAINER
36"
PA
36"
PA
N4
20'X40'
NEW PERGOLA
6"6"PAVERNEW PATH OF TRAVEL
EXISTING PATH OF
TRAVEL
EXISTING PATH OF
TRAVEL
NEW PATH OF TRAVEL
NEW
ADA
PARKING
NEW
ADA
PARKING6"5'-0"
CLEAR
5
A-1.31
SIM4'-5" CLEARSLOPESLOPE
3'-0"N23'-4"N7
N3
N4
N5
N2
N3
N7
N4
N4
N7
6
A-1.31
TYP
6
A-1.31
TYP
6
A-1.31
TYP
3/16" - 1'-0"
PARTIAL
NEW SITE PLAN
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
A-1.22
PAVERS AREAS
LINEN COLORGARD 175 S.F.
FOUNDRY COLORGARD 2,613 S.F.
GRAPHITE COLORGARD 99 S.F.
HARDSCAPE LEGEND
MODULINE 6X12 LINEN COLORGARD
MODULINE 6X12 FOUNDRY COLORGARD
MODULINE 6X12 GRAPHITE COLORGARD
CONCRETE, TO MATCH EXISTING
3/16"-1'-0"
PARTIAL NEW SITE PLAN
NEW KEYNOTES
NEW CURB PER CITY STANDARD, REFER TO CIVIL DRAWINGS
NEW CONCRETE SIDEWALK TO BE AMIN. OF 4" THICK
CONCRETE. FINISH TO MATCH EXISTING.
NEW PLANTER, REFER TO LANDSCAPE PLAN
NEW TREE, REFER TO LANDSCAPE PLAN
NEW 40" HIGH RETAINING WALL TO BE 8"X8"X16" SINGLE CORE
(BOTH SIDES) PRECISION BLOCK, COLOR: GREY MW & BLACK
250 MW BY ORCO.
NEW ASPHALT SURFACE & CAR STALL STRIPING TO MATCH
EXISTING
NEW HERB GARDEN BOX
PROPOSED HERB GARDEN WALL, MOUNTED ON CONTAINER.
NEW 8FT WIDE X 6'8"H CONTAINER ROLLER DOOR TO BE A MIN
OF 26" GA. STEEL WITH 5/8" CORRUGATION. PRIMED AND
PAINT. PROVIDE WEATHER TIGHT FRAMING KIT, THRESHOLD
AND HEADER. CONTAINER AND ROLLER DOORS TO BE
COVERED WITH DECORATIVE GRAPHICS AS SHOWN ON
MATERIAL BOARD
EXISTING LIGHT POLE TO BE PROTECTED DURING
CONSTRUCTION.
NEW 3FT WIDE X 3FT HIGH CONTAINER STAND ROLL WINDOW
TO BE A MIN OF 26" GA. STEEL WITH 5/8" CORRUGATION.
PRIMED AND PAINT. PROVIDE WEATHER TIGHT FRAMING KIT,
THRESHOLD AND HEADER. CONTAINER AND ROLLER DOORS
TO BE COVERED WITH DECORATIVE GRAPHICS AS SHOWN ON
MATERIAL BOARD
N1
N2
N3
N4
N5
N6
N7
N8
N9
N10
N11
8''SS8
'
'
S
S
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
SHEET A-1.23SHEET A-1.22SHEETA-1.23SHEETA-1.22SLOPE
N1 N1 N1 N1
5'-0"CLEARN2
3'-0"CLEARSLOPE
5
A-1.31
SIM
EXISTING
RESTAURANT
F.F.±
247'-0"
EXISTING
ELECTRICAL
ROOM
NEW EXISTING
N2 N2
EXISTING
FIRE RISER
ROOM
NEW PATH OF TRAVELNEW PATH OF TRAVEL
EXISTING PATH OF TRAVEL
NEW PATH OF
TRAVEL
EXISTING PATH OF TRAVELEXISTING PATH OF TRAVELEXISTING PATH OF
TRAVEL
EXISTING PATH OF
TRAVEL
EXISTING PATH OF
TRAVEL
EXISTING
RAMP
EXISTING
ADA
PARKING
EXISTING
ADA
PARKING
5
A-1.31
SIM
4'-0"CLEAR4'-0"CLEARNEW PATH OF TRAVEL
3/16" - 1'-0"
PARTIAL
NEW SITE PLAN
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
A-1.23
HARDSCAPE LEGEND
MODULINE 6X12 LINEN COLORGARD
MODULINE 6X12 FOUNDRY COLORGARD
MODULINE 6X12 GRAPHITE COLORGARD
CONCRETE, TO MATCH EXISTING
3/16"-1'-0"
PARTIAL NEW SITE PLAN
NEW KEYNOTES
NEW CURB PER CITY STANDARD, REFER TO CIVIL DRAWINGS
NEW CONCRETE SIDEWALK TO BE AMIN. OF 4" THICK
CONCRETE. FINISH TO MATCH EXISTING.
NEW PLANTER, REFER TO LANDSCAPE PLAN
NEW TREE, REFER TO LANDSCAPE PLAN
NEW 40" HIGH RETAINING WALL TO BE 8"X8"X16" SINGLE CORE
(BOTH SIDES) PRECISION BLOCK, COLOR: GREY MW & BLACK
250 MW BY ORCO.
NEW ASPHALT SURFACE & CAR STALL STRIPING TO MATCH
EXISTING
NEW HERB GARDEN BOX
PROPOSED HERB GARDEN WALL, MOUNTED ON CONTAINER.
NEW 8FT WIDE X 6'8"H CONTAINER ROLLER DOOR TO BE A MIN
OF 26" GA. STEEL WITH 5/8" CORRUGATION. PRIMED AND
PAINT. PROVIDE WEATHER TIGHT FRAMING KIT, THRESHOLD
AND HEADER. CONTAINER AND ROLLER DOORS TO BE
COVERED WITH DECORATIVE GRAPHICS AS SHOWN ON
MATERIAL BOARD
EXISTING LIGHT POLE TO BE PROTECTED DURING
CONSTRUCTION.
NEW 3FT WIDE X 3FT HIGH CONTAINER STAND ROLL WINDOW
TO BE A MIN OF 26" GA. STEEL WITH 5/8" CORRUGATION.
PRIMED AND PAINT. PROVIDE WEATHER TIGHT FRAMING KIT,
THRESHOLD AND HEADER. CONTAINER AND ROLLER DOORS
TO BE COVERED WITH DECORATIVE GRAPHICS AS SHOWN ON
MATERIAL BOARD
N1
N2
N3
N4
N5
N6
N7
N8
N9
N10
N11
PAVERS AREAS
LINEN COLORGARD 175 S.F.
FOUNDRY COLORGARD 2,613 S.F.
GRAPHITE COLORGARD 99 S.F.
(248.17)(EG)(247.70)(EG)(247.30)(EG)(248.68)(EG)(246.52)(EG)(246.92)(EG)(246.23)(EG)(246.19)(EG)(245.84)(EG)(244.79)(EG)(245.66)(EG)(246.41)(EG)(245.73)(EG)(246.38)(EG)(245.88)(EG)(248.51)(EG)(247.23)(EG)(246.65)(EG)(246.33)(EG)(246.05)(EG)(249.50)(EG)W(250.05)(249.16)(EG)(249.05)(EG)(247.89)(EG)(247.54)(EG)(248.52)(EG)(247.60)(EG)(246.97)(EG)(249.38)(EG)(246.49)(EG)(246.33)(EG)(249)(248)(
2
4
7
)(248)(249)(247
)(246)(2
4
5
)
(ELEC. ROOM)
(FACP)
3 WILDEST GREENS
G
(ASPHALT)
(ASPHALT)
(ASPHALT)
(ASPHALT)G(TELE-MH)
(SSCO)(GAS PER USA MARKOUT)(GAS PER USA MARKOUT)(ELECTRICAL PER USA MARKOUT)(ELECTRICAL PER USA MARKOUT)(TELECOM PER USA MARKOUT)(ELECTRICAL PER
U
S
A
M
A
R
K
O
U
T
)
(TELEC
O
M
P
E
R
U
S
A
M
A
R
K
O
U
T
)(TELECOM PER USA MARKOUT)(GAS PER USA MARKOUT)(TELECOM PER USA MARKOUT)(TELECOM PER USA MARKOUT)(FF = 247.0)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
5
6
F
S
)
(
2
4
8
.
1
5
T
C
)
(
2
4
7
.
8
0
F
S
)
(
2
4
7
.
0
2
T
C
)
(
2
4
6
.
6
5
F
S
)
(
2
4
8
.
1
2
T
C
)
(
2
4
7
.
7
6
F
S
)
(
2
4
6
.
5
1
T
C
)
(
2
4
6
.
1
2
F
S
)
(
2
4
7
.
0
0
T
C
)
(
2
4
6
.
4
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(2
4
6
)
(
2
4
6
.
5
0
I
N
V
)
(
C
U
R
B
D
R
A
I
N
)
(
2
D
R
A
I
N
S
)
(
2
4
7
.
0
1
T
C
)
(EXISTING BUILDING)(CONCRETE)(CONCRETE)(CONCRETE)(SSCO)(SSCO)(
2
4
5
.
6
2
T
C
)
(
2
4
5
.
0
8
F
S
)
(
2
4
9
.
5
3
T
C
)
(
2
4
8
.
9
9
F
S
)
(
2
4
7
.
9
8
T
C
)
(
2
4
7
.
6
0
F
S
)
EXISTING
RESTAURANT
F.F.±247'-0"
247.00FS
246.60FS/TG
247.00FS247.00FS247.00FS
247.00FS
243.80INV
6
"
S
T
O
R
M
D
R
A
I
N
P
I
P
E
@
1
%
246.40TG
6" STORM DRAIN @ 1
%
246.60FS/TG
246.60FS/TG
SLOT DRAIN
244.60INV
244.60INV
248.00TC/TG
244.35INV
CLEANOUT
CLEANOUT
CLEANOUT
BUBBLER BOX
CONNECT ROOF DRAINS251.33TW
247.00FS
251.33TW
247.00FS
251.33TW
247.00FS
251.33TW
247.00FS
249.80TC
249.42FS
246.95TC
246.45FS
250.00TC
249.50FS
249.00TC
248.50FS
247.00TC
246.50FS
JOIN EX.
PATIO COVER COLUMN
(
T
Y
P
I
C
A
L
)
251.33TW
247.00FS
1.75%±
1.75%±1.75%±1.75%±TO CATCH BASINCULVERT249.05TC
248.55FS(N00°29'20"W 326.00')(N89°30'40"E 3
3
.
0
0
'
)
01
02
03
04
05
18'9'PRELIMINARY GRADING PLAN
72-990 EL PASEO
IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PROJECT INFO
CIVIL ENGINEER:
BENJAMIN EGAN
EGAN CIVIL INC
46150 COMMERCE ST, STE. 100
INDIO, CA 92201
PHONE: (760) 404-7663
PROJECT DATA:
TOTAL LOT AREA: 49,008 SF (1.125 AC)
DISTURBED AREA: 4,500 SF (0.103 AC)
BUILDING TYPE: PATIO
PATIO AREA: 2,990 SQUARE FEET
PRIVATE LANDSCAPE AREA: 600 +/- SF
PUBLIC LANDSCAPE AREA: N/A
EARTHWORK QUANTITIES:
RAW CUT: <50 C.Y.
RAW FILL: <50 C.Y.
IMPORT: 0 C.Y.
EXPORT: 0 C.Y.
PROJECT:
WILDEST RESTAURANT PATIO
72-990 EL PASEO
PALM DESERT, CA 92260
APN AND LEGAL DESCRIPTION:
640-170-013
FEMA FLOOD DATA:
TOPOGRAPHIC AND BOUNDARY SURVEY:
PROVIDED BY EGAN CIVIL INC.
OWNER:
APPLICANT
REFERENCE DATA:
LOT 5 OF PARCEL MAP 14710
APN# 640-170-013
REVISIONS
MARK BY DATE
ENGINEER CITY
DATEAPPR.
APPROVED BY:
BENJAMIN DANIEL EGAN, R.C.E. NO. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
DATE:
CITY OF PALM DESERT
DEPARTMENT OF PUBLIC WORKS
TRAFFIC
LANDSCAPE
CIVIL
PLAN CHECKED BY:
1
OF
SHEET
CITY FILE NUMBER
SHEETS
CITY OF PALM DESERT
Know what's below.before you dig.Call
R
FLOOD ZONE: X
PANEL: 06065C2207H
REV. DATE: APRIL 19, 2017
ZONE DEFINITION: AREA WITH REDUCED
FLOOD RISK DUE TO LEVEE
PARCEL MAP 14710, PMB 83/22-23
1
PMB 83/ 22-23
LOT 5 OF PARCEL MAP NO 14710
MAP BOOK 83 PAGES 22-23
N.T.S.
VICINITY MAP
DATE:
BASIS OF BEARINGS:
BENCHMARK: PD #139
ELEVATION: 245.597 FT
DATUM: NGVD88
LOCATION: 2" BRASS DISK SET FLUSH IN TOP OF CATCH BASIN ON
WESTERLY SIDE OF HIGHWAY 74, 176 FT NORTHERLY OF ECR OF
EL PASEO, 3.8 FT WEST OF CURB FACE
ACTING CITY ENGINEER
JOHN D. TANNER III, P.E.
R.C.E. 60132
EL PASEO WEST PROPERTIES, LLC
C/O BILL HAY
49455 COACHELLA DR
LA QUINTA, CA 92253
NO. 73070BENJAMIN D A NIEL EGANREGISTERED PRO F E S SIONAL
ENGI
NEERCI V ILSTATE OF C A LIFORNIAPO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
1. ALL UNDERGROUND FACILITIES, INCLUDING LATERALS, SHALL BE IN PLACE, AND ALL TRENCHES
COMPACTED AND TESTED PRIOR TO PAVING.
2. ALL EXISTING OR NEW IMPROVEMENTS, INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT
CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS
PROJECT SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER,
INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT AND CAPPING.
3. NEW OR EXISTING CURB AND GUTTER SHALL BE MARKED AT EVERY 10 FEET WITH A SCORE LINE
AND EVERY 50 FEET WITH A CONSTRUCTION EXPANSION JOINT.
4. NEW OR EXISTING CURB AND GUTTER SHALL BE JOINED, MATCHED, OR REPLACED IF DAMAGED, TO
A SAWCUT LINE SUCH THAT A MINIMUM LENGTH OF 7 FEET OR CURB AND GUTTER REMAINS IN PLACE
AT ALL LOCATIONS.
5. A “TACK COAT” SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, CONCRETE SURFACES AND ON
EXISTING PAVEMENT TO BE RESURFACED AT THE RATE OF 0.10 GAL/YD. THE TACK COAT SHALL BE
TYPE SS1 ASPHALTIC EMULSION WITH A 60-70 GRADE LIQUID ASPHALT.
6. THE VISCOSITY GRADE OF PAVING ASPHALT SHALL BE AR-4000 OR AS DETERMINED BY THE CITY
ENGINEER AT THE TIME OF PAVING.
7. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL ON-SITE
IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL EARTHWORK GRADING.
8. MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINISHED GRADES AFTER COMPLETION
OF CONSTRUCTION TO THE STANDARDS OF THE FACILITY OWNER.
9. ALL EXISTING PAVEMENT WITHIN AND ADJOINING THIS PROJECT SHALL BE EITHER REMOVED OR
STRUCTURALLY TESTED TO VERIFY THAT THE STRUCTURAL CAPABILITIES ARE ACCEPTABLE. ALL RESULTS
SHALL BE APPROVED BY THE CITY ENGINEER.
10. THE CURB SHALL BE “ETCHED” SHOWING LATERAL LOCATIONS:“S” FOR SEWER,“G” FOR GAS, AND
“E” FOR ELECTRICAL.
11. ALL PERMANENT ROADWAY TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS SHALL BE
INSTALLED AFTER PERMANENT PAVING. THE TYPE AND LOCATIONS SHALL BE INSTALLED PER PLAN OR
AS DIRECTED BY THE CITY ENGINEER.
12. TEMPORARY ROADWAY STRIPING SHALL BE INSTALLED ON ALL UNFINISHED ROADWAY SURFACES AS
DIRECTED BY THE CITY ENGINEER.
GRADING GENERAL NOTES
1.ALL GRADING TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT GRADING
ORDINANCE.
2.THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING PERMIT BASED ON THIS
PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, PARKING LAYOUT,
BUILDING LOCATION, WALL HEIGHTS AND LOCATIONS, OFFSITE DRAINAGE FACILITIES, OR OTHER ITEMS
NOT RELATED DIRECTLY TO THE BASIC GRADING OPERATION.
3.A LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING THAT THE GRADING IS IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLAN AND THAT THE PAD ELEVATION/FINISHED
FLOOR ELEVATION ARE PER THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS
ENGINEER ON ALL FILL AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE.
4.ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE DEPARTMENT OF COMMUNITY
DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE INSPECTED BY THE DEPARTMENT OF BUILDING
AND SAFETY. THOSE WALLS SHOWN AS RETAINING WALLS SHALL BE CONSTRUCTED TO CITY OF PALM
DESERT RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS.
5.THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED.
6.IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, THE
ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE AND
ADJACENT UTILITIES, FACILITIES AND PROPERTIES.
8.THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT
ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER
RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONJUNCTION WITH
CONSTRUCTION OF THESE GRADING PLANS.
9.THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) 776-6450 AT LEAST
24 HOURS PRIOR TO COMMENCING ANY WORK.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES.
FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL:
SOUTHERN CALIFORNIA EDISON 1-800-227-2600
THE GAS COMPANY 1-800-227-2600
FRONTIER 1-888-669-9034
COACHELLA VALLEY WATER DISTRICT 1-760-398-2651
SPECTRUM 1-855-986-4919
11.ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE GRADING OPERATION
AND RELATED WORK. ANY MONUMENT WHICH THE CONTRACTOR ANTICIPATES DISTURBING SHALL BE
LOCATED AND REFERENCED BY A LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO
PRACTICE LAND SURVEYING. ALL MONUMENTS DISTURBED OR REMOVED SHALL BE RESET BY A
LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, AT THE
CONTRACTOR'S EXPENSE.
12.THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM DESERT
DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS FROM
THE DATE OF APPROVAL BY PUBLIC WORKS.
PAVING NOTES
DATE OF SURVEY: 9/10/20 AND 9/24/20
LOT 5 OF PARCEL MAP NO. 14710
PRELIMINARY GRADING PLAN
LOT 5 OF PARCEL MAP NO 14710 (PMB 83/22-23)
WILDESET RESTAURANT PATIO MONTEREY AVEHIG
HWAY
1
1
1
PLAZA WAYEL PASEO
HI
G
H
W
A
Y
7
4NOT TO SCALESITEPALM DESERTBEARINGS SHOWN HEREON ARE BASED ON THE NORTH PROPERTY LINE OF
PARCEL 2, AS SHOWN BY A MAP ON FILE IN PARCEL MAP BOOK 83,
PAGES 22 THROUGH 23 INCLUSIVE OF MAPS, RECORDS OF THE COUNTY
OF RIVERSIDE, STATE OF CALIFORNIA, BEING:NORTH 89°30'40"EAST.
THE QUANTITIES SHOWN ON THIS PLAN ARE FOR THE PURPOSES OF
OBTAINING A PERMIT ONLY! THE CONTRACTOR IS RESPONSIBLE FOR
THEIR OWN QUANTITIES FOR BIDDING PURPOSES!
IN YOUR WILDEST GREENS, LLC
C/O CHARISSA FARLEY-HAY
PO BOX 14450
PALM DESERT, CA 92255
LANDSCAPE ARCHITECT
TOM DOCZI
TKD ASSOCIATES, INC.
71-711 SAN JACINTO DR, STE. C
RANCHO MIRAGE, CA 92270
SCALE: 1"=10'10 5 10 20 30
SCALE: 1"=10'
0
03/04/2024
PLOT DATE: MARCH 04, 2024
NEW TRASH
ENCLOSURE
8"9'-1"3'-0"9'-1"8"3'-4" CLEAR8'-2"11'-6"4'-0"CLEAR5'-01
4"
5' MIN CLEAR
NEW TRASH
ENCLOSUREORGANIC
CONTAINERS
6" CONCRETE
PAD
3'-4"CLEAREXISTING
BUILDING
2
A-1.30
1'-8"22'-6"6'-6"CONCRETE PAD
22'-6"
8"5'-21
2"
4A
A-1.30
4F
A-1.30
4D
A-1.30
4B
A-1.30
4C
A-1.30
4H
A-1.30
5'-21
2"4"5'-21
2"5'-21
2"8"
4C
A-1.30
4H
A-1.30
4F
A-1.30
4D
A-1.30
4A
A-1.30 6'-0"7'-0"24 GA. COATED STEEL ROOF
PANEL FASTENED TO STEEL
TUBE; BELVEDERE 6" SHORT
RIB.
MFR: ATAS INTERNATIONAL
COLOR: SANDSTONE 06
2X4 STEEL TUBES @48" O.C.
CAP ENDS, PRIMED AND
PAINTED TO MATCH ROOF
METAL PANEL.
4X6 STEEL TUBE;
PRIME AND PAINTED
TO MATCH ROOF
METAL PANEL.
4X4 STEEL COLUMN;
PRIME AND PAINTED
TO MATCH ROOF
METAL PANEL.
CUSTOM METAL
DOORS, PRIME AND
PAINTED TO MATCH
ROOF METAL PANEL
FINISH GRADE
STUCCO FINISH WALL TO
DASH FINISH MATCH
BUILDING.
PAINT COLOR: SW 7043
WORLDLY GREY
1 |" x 2" x _" STL.
4" x 2" x 3/16" STL. TUBE FRAME
4" 4.1 w/ 1/2"~ x 8" ANCHORS
@ 4" FROM TOP & 1'-4" O.C.C
B
CONSIST OF 3/16" THK. STL. PLATE
& STL. SUB-CONTR. HINGE SHALL
& TO TUBE FRAME, BY MISC. IRON
CONT. HINGE WELDED TO JAMB
ANGLE FRAME
1" CLR.
2"2"
CMU WALL
4" x 4" STEEL COLUMN
1 |" x 2" x |" STL. ANGLE
FRAME (MITER & WELD)
2"1"2"
SECTION
7"
9"
4"
E7"3"ELEVATION
D
1/2"~ HOLE FOR PADLOCK
4"X 2" STL. TUBES
|" x 2" x |" x 2" LONG
2" x 7" x |" PL.
4"
SHOWN FOR CLARITY)
1/4" PLATE
3/4"~ ROD BOTH SIDES (NOT
FRAME (MITER & WELD)
SECTION
OF GATE)
OF PAVEMENT
CLOSED AND OPEN POSITION
PAVEMENT (INSTALL PIPES AT
1"~ x 12" STD. PIPE INTO
WASHER, WELD TO ROD TOP4"ELEVATION1'-0"GF
CONT. HINGE WELDED TO JAMB & TO TUBE
PLATE W/ CASE HARDENED CONT. STEEL PIN.
FRAME BY MISC. IRON & STEEL SUB-CONTR.
HINGE SHALL CONSIST OF |" THK. STEEL
3" x 2" x 3/16" STEEL TUBE FRAME
4" 4.1 W/ 1/2"~ x 8" ANCHORS @ 4" FROM
VERCO TYPE HSB 22 GA. GALV G-60
TOP & 1'-4" O.C.
WELDING FOR DECK:
ANGLES 6" O.C.
SIDE ANGLES
1/2"~ PLUG WELDS TO TOP & BOTTOM
BUTTON PUNCH SEAMS @ 12" O.C.
1/2"~ PLUG WELDS @ 12" O.C. TO
ELEVATION
4" x 4" STEEL COLUMN
ROOF DECK OR EQUAL
CONCRETE FOOTING WITH #3 TIEAS @ 12" O.C.3"CLR. 36"2'-0"
AND 4-#5 VERTICAL BARS 2"F.F.6116"F.F.
F.F.6"E
G
A
4" x 4" STEEL COLUMN
H
4" 4.1 w/ 1/2"~ x 8"
ANCHORS @ 4" FROM
TOP & 1'-4" O.C.
4" x 2" x 3/16" STL. TUBE
FRAME
1 |" x 2" x _" STL. ANGLE
FRAME
CONT. HINGE WELDED TO
JAMB & TO TUBE FRAME,
BY MISC. IRON & STL.
SUB-CONTR. HINGE SHALL
CONSIST OF 3/16" THK. STL.
PLATE10"1'-0"6'-0" MAX.2'-6"3"CLR3"3"
REVERSE DIRECTION OF HOOK
ON EVERY OTHER REBAR
1-#4 CONT.
4" CONCRETE SLAB WHERE
OCCURS
#4'S @ 24" O.C.
VERTICAL
8X8X16 CMU BLOCK
BOND BEAM
FINISH AS NOTED ON PLANS #4'S @ 32" O.C.
HORIZ.
1-#4 CONT. @ TOP
FINISH GRADE
NOTES:
·DETAIL PER CITY OF PD
STANDARDS
·GROUT ONLY CELL
CONTAINING REBARDS
·GRADE DIFFERENTIALS OF
MORE THAN 6" NOT
ALLOWED
·REBAR TO BE CENTERED IN
MASONRY CELLS
24" MIN.SLOPESLOPE24 GA. COATED STEEL
ROOF PANEL FASTENED
TO STEEL TUBE;
BELVEDERE 6" SHORT RIB
BY ATAS ROOFING.
COLOR: SANDSTONE 06
22'-6"8'-6"3'-4"AS NOTED
TRASH
ENCLOSURE
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
A-1.30
1/4"-1'-0"
TRASH ENCLOSURE FLOOR PLAN
TRASH ENCLOSURE ELEVATION
1/2"-1'-0"2
FREE STANDING BLOCK WALL
1"-1'-0"3
TRASH ENCLOSURE - GATE DETAILS
1-1/2"-1'-0"4
1/4"-1'-0"
TRASH ENCLOSURE FLOOR PLAN
B
-
TRUNCATED DOMES SECTION
SCALE: N.T.S.
TRUNCATED DOMES PLAN
SCALE: N.T.S.
TAPERED WHERE EDGES
EXPOSED
2.35"
APART
1
.
6
7
"
A
P
RO
X
.2.35"APART0.9"AT BASE.45"AT TOP0.2" HT.B
C
IF A WALK CROSSES OR ADJOINS A
VEHICULAR WAY, AND THE WALKING
SURFACES ARE NOT AEPRATED BY
CURBS RAILINGS OR OTHER
ELEMENTS BETWEEN THE
PEDESTRAIN AREAS AND THE
VEHICULAR AREAS, THE
BOUNDARYBETWEEN THE AREAS
SHALL BE DEFINED BY A
CONTINUOUS DETECTABLE
WARNING WHICH IS 36" WIDE.TRUNCATED DOMES TILE
SCALE: N.T.S.
A
NOTE:
1.RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%).
2.WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10 (10%).
3.A TURNING SPACE OF 48"X48" MIN. SHALL BE PROVIDED AT THE BOTTOM OF CURB RAMPS.
4.SLOPE OF TURNING SPACE NOT TO EXCEED 1:48 (2%) IN ALL DIRECTIONS.
5.LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. LANDING CLEAR LENGTH SHALL BE 48"
MIN. AND CLEAR WIDTH AS WIDE AS THE CURB RAMP.
6.SLOPE AT LANDINGS NOT TO EXCEED 1:48 (2%).
7.CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT
PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES.
8.BOTTOM OF CURB RAMPS TO BE PROVIDED WITH DETECTABLE WARNING.
DETECTABLE WARNING.
SEE DETAIL A
SMOOTH TRANSITION
48" MIN.
TOP LANDING
RAMP LENGTH
AS NEEDED
SLOPE
8.33% MAX.48" MIN.WIDTHSIDEWALK
CURB
SIDEWALK CURB AC PAVEMENT
6'-0" MIN.
RAMP LENGTH
48" MIN.
CLEAR
END CURB RAMP PROFILE
END CURB RAMP PARALLEL CURB RAMPDE
SLOPE
1.12% MAX.
SLOPE
1.12% MAX.
48" MIN.
LANDING
RAMP WIDTH
AS NEEDED
RAMP WIDTH
AS NEEDED
48" MIN.
TOP LANDING
48" MIN.
TOP LANDING
DETECTABLE WARNING.
SEE DETAIL A
SMOOTH TRANSITION72" MIN.3'-0"3'-0"6"MORTAR OR MASONRY CAP
#4 HORIZONTAL AT TOP OF
WALL
2"6" MIN.23
4" TO CENTER OF
VERTICAL REINFORCING
CMU BLOCK WALL
SOLID GROUTED
LEVEL BACKFILL
NON-EXPANSIVE
NATIVE SOIL OR FILL
1'-0"3'-5" MAX.#3 @ 16"
GRAVER BACKFILL
#3 HORIZONTAL
REINFORCING @16"
O.C.1'-0" MIN.1'-0"6"10"6"2'-3"
3" TYP CLEAR
HEEL TOE
#3
CONT.3" CLR.9"2"CLR.3" MAX.#5 REINFORCING
W/ STANDARD
HOOK @16" O.C.
PERFORATED DRAIN
PIPE
MORTAR KEY
OPTIONAL
#3 DOWELS W/
STANDAR HOOK @
16" O.C.
#4 REINFORCING
W/ STANDARD
HOOK @ 16" O.C.
1'-0" MIN.
AS NOTED
DETAILS
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
A-1.31
RAMP DETAILS
NTS 5
RETAINING WALL DETAIL
NTS 6
8'X40'CONTAINER
8' HEIGHT
FIREPLACE
1'-5"(E) GRADE LINE
EXISTING
BUILDING
(E)ELEV.
248.42'
(E)ELEV.
247.27'
LIVING WALL
(E)ELEV.
247.93'2'-6"9'-11"10'-0"44'-11"
20'-0"
PROPOSED TRELLIS SYSTEM23'-5"8"
(N) CURB
18'-0" EXISTING
PARKING STALL
HEATER HEATER
247.0'
(E) F.F.
EXISTING AISLE
2'-10"
(N)
PLANTER
LIVING WALL
3'-5"N1 N2 N5
N8 N8
(N)DRAINING
246.60'
SITE DRAINING, REFER
TO GRADING PLAN
N3
N11 N9
4'-0"6"
6
A-1.31
TYP
(E)ELEV.
247.30'(N)T.O.C.
247.00'(N)T.O.C.
247.00'
(E)ELEV.
246.84'
(E)CONCRETE
247.36'
EXISTING BUILDING
(E) GRADE LINE
40'-0"
PROPOSED TRELLIS SYSTEM
(E) GRADE LINE(E) GRADE LINE
(E) GRADE LINE
PROPOSED TRASH
ENCLOSURE
FIREPLACE
8'-0"
(N)CONTAINER
3'-4"10'-0"(E)T.O.C.
247.54'3'-4"EXISTING AISLE4'-5" (N) PLANTER8"11'-4" CLEAR42'-0"2'-6" CLEAR
18'-0" EXISTING
PARKING STALL8"6'-0" (N) PLANTEREXISTING AISLE
N1N1
N5
N5
N6
4'-0"6"4'-0"6"
N2N3
N11
N2 N3
3
A-1.30
TYP
3
A-1.30
TYP
1/4" - 1'-0"
SITE SECTIONS
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
A-1.40
SITE SECTION
1/4"-1'-0"1
SITE SECTION
1/4"-1'-0"2
NEW KEYNOTES
NEW CURB PER CITY STANDARD, REFER TO CIVIL DRAWINGS
NEW CONCRETE SIDEWALK TO BE AMIN. OF 4" THICK
CONCRETE. FINISH TO MATCH EXISTING.
NEW PLANTER, REFER TO LANDSCAPE PLAN
NEW TREE, REFER TO LANDSCAPE PLAN
NEW 40" HIGH RETAINING WALL TO BE 8"X8"X16" SINGLE CORE
(BOTH SIDES) PRECISION BLOCK, COLOR: GREY MW & BLACK
250 MW BY ORCO.
NEW ASPHALT SURFACE & CAR STALL STRIPING TO MATCH
EXISTING
NEW HERB GARDEN BOX
PROPOSED HERB GARDEN WALL, MOUNTED ON CONTAINER.
NEW 8FT WIDE X 6'8"H CONTAINER ROLLER DOOR TO BE A MIN
OF 26" GA. STEEL WITH 5/8" CORRUGATION. PRIMED AND
PAINT. PROVIDE WEATHER TIGHT FRAMING KIT, THRESHOLD
AND HEADER. CONTAINER AND ROLLER DOORS TO BE
COVERED WITH DECORATIVE GRAPHICS AS SHOWN ON
MATERIAL BOARD
EXISTING LIGHT POLE TO BE PROTECTED DURING
CONSTRUCTION.
NEW 3FT WIDE X 3FT HIGH CONTAINER STAND ROLL WINDOW
TO BE A MIN OF 26" GA. STEEL WITH 5/8" CORRUGATION.
PRIMED AND PAINT. PROVIDE WEATHER TIGHT FRAMING KIT,
THRESHOLD AND HEADER. CONTAINER AND ROLLER DOORS
TO BE COVERED WITH DECORATIVE GRAPHICS AS SHOWN ON
MATERIAL BOARD
N1
N2
N3
N4
N5
N6
N7
N8
N9
N10
N11
(E) F.F.
0"2'-4"4"1 1/2"4 1/2"1'-0"6'-0"3"3"5'-2"1"1"2"9'-4"8"10'-0"2"4"2"4X4 POST
7
A-1.41
2'-2"
1"
2"
6
A-1.41 2"1"1"
2'-4"
A-1.41
42'-2"17'-6"2'-2"21'-10"2'-2"17'-8"2'-2"17'-8"2'-2"
41'-10"
1'-1"1'-1"
A-1.41
5 1'-1"1'-1" 17'-6" 1'-1"1'-1"19'-8"EQ EQEQEQ
1'-1" 17'-8" 1'-1"1'-1" 17'-8" 1'-1"
40'-0"
2"9'-5 1/4"
2"
5 1/2"
2"
9'-2 1/2"
2"
5 1/2"
2"
9'-2 1/2"
2"
5 1/2"
2"
9'-5 1/4"
2"20'-0"2"19'-8"2"9 1/2"4"9 1/2"9 1/2"
4"2"1'-0"1'-0"1'-0"1'-0"1'-0"(E) F.F.
0"
B
A.2
A
2'-2"2'-2"1'-10"EQEQEQ EQ
1'-10"
4X4 POST
STONE
VENEER
1"1"1"1'-10"1"1"1"1"1"1"1'-10"1"1"1"2'-4"2'-4"Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
As indicated
A-1.41
PERGOLA DETAILS
MAY.21.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
3ISOMETRIC
1/2" = 1'-0"4COLUMN ELEVATION
1/4" = 1'-0"1PERGOLA FLOOR PLAN
1/4" = 1'-0"2PERGOLA CLG PLAN
1/2" = 1'-0"5COLUMN MATERIALS
1" = 1'-0"6COLUMN SECTION
1" = 1'-0"7COLUMN SECTION.
T-1
T-1
T-1
T-1
T-1
T-1
T-1T-1T-1T-1
T-1T-1T-1
T-2 T-2 T-2
T-2 T-2 T-2
20 AMP
DUPLEX BOX
EQ.EQ.EQ.EQ.PROPERTY LINE326'TO EXISTING SWITCH
AND TIME CLOCK/
PHOTO CELL
T-1
FEBRUARY.29.2024
Sheet:
Date:
Scale:
PATIO REMODEL
FOR
WILDEST RESTAURANT
72990 EL PASEO #3
PALM DESERT CA,.
92260
z a y d a @ z b r a u n d e s i g n s . c o m
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
D E S I G N S
1/4" - 1'-0"
SITE ELECTRICAL
PLAN
A-1.50
TYPE:AXIS SERIES DOWN LIGHTS
A1-30 WH
INPUT: 120 VAC, 60HZ, 50MA MAX 5 WATTS
OUTPUT: 36 VDC, 100 MA
COMMENTS: DIMMING LIGHTS
T-1
CEILING FAN
ELECTRICAL LEGEND
T-2 CHANDELIER OR PENDANT
T-1 RECESSED LIGHT FIXTURE
WATER PROOF DUPLEX WALL OUTLET WITH
GROUND FAULT CIRCUIT INTERRUPTED (GFCI)
SYMBOL
CEILING MOUNT HEATER
LIGHTING SCHEDULE
T-2 TYPE: PENDANT OR CHANDELIER
MODEL: CALYPSO SO OUTDOOR
ANTIGUA, GUADALUPE AND MARTINIQUE
MFR: CONTARDI
COMMENTS: CONSULT OWNER PRIOR
TYPE: HEATER
MODEL: C-SERIES
MFR: INFRATECH
COMMENTS: 6000 WATTS
1/4"-1'-0"
PARTIAL NEW ELECTRICAL PLAN
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-2.00
MATERIAL BOARD
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
MATERIAL KEYNOTES
A. WALL PAINT (EXISTING)
MFR: SHERWIN WILLIAMS
COLOR: WORLDLY GRAY SW 7043
LRV: 57
A.1 WALL PAINT (EXISTING)
MFR: SHERWIN WILLIAMS
COLOR: POISED TAUPE SW 6039
LRV: 22
A.2 TRELLIS PAINT COLOR
MFR: SHERWIN WILLIAMS
COLOR: AESTHETIC WHITE SW 7035
LRV: 73
B. STONE VENEER
TO MATCH EXISTING
C. LIGHT FIXTURES
MFR: CONTARDI
STYLE: CALYPSO
MODEL: ANTIGUA, GUADALOUPE
AND MARTINIQUE
D. CMU BLOCK
MFR: ORCO BLOCK
COLOR: GRAY MW
STYLE: PRECISION BLOCK SINGLE CORE
COMMENTS: HORIZONTAL STRIPES
USING 2 COLORS, 1 COLOR PER ROW
E. CMU BLOCK
MFR: ORCO BLOCK
COLOR: BLACK 250 MW
STYLE: PRECISION BLOCK SINGLE CORE
COMMENTS: HORIZONTAL STRIPES
USING 2 COLORS, 1 COLOR PER ROW
M. COATED STEEL ROOF PANEL
MFR: ATAS INTERNATIONAL
COLOR: SANDSTONE 06
A
B
C
D
E
A.1 A.2
M
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-2.01
MATERIAL BOARD
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
MATERIAL KEYNOTES
F. FIREPLACE
EXISTING TO REMAIN
G. VYNIL IMAGE
MFR: ARTE
STYLE: DESERT NIGHT 74062
DIMENSIONS: PANORAMIC
COMMENTS: TO WRAP CONTAINER
ROLL UP DOORS AND WINDOWS
H. PAVER
MFR: BELGARD
STYLE: MODULINE 6X12
COLOR: GRAPHITE
COMMENTS: SEE PLAN A-1.22 FOR
PAVER DESIGN
I. PAVER
MFR: BELGARD
STYLE: MODULINE 6X12
COLOR: FOUNDRY
COMMENTS: SEE PLAN A-1.22 FOR
PAVER DESIGN
J. PAVER
MFR: BELGARD
STYLE: MODULINE 6X12
COLOR: LINEN
COMMENTS: SEE PLAN A-1.22 FOR
PAVER DESIGN
K. METAL PLANTER
SEE LANDSCAPE PLAN FOR
LOCATION
SIZE: 24"X96"
L. METAL DOOR
8FT WIDE X 6'8" HEIGHT CONTAINER
METAL ROLLER DOOR TO BE
COVERED WITH DECORATIVE
GRAPHICS, MATERIAL G AS
SHOWN ON THIS MATERIAL BOARD.
F
G
H I J
K L
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-3.00
EXISTING
SOUTH EAST VIEW
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-3.01
EXISTING
SOUTH WEST VIEW
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-3.02
EXISTING SOUTH VIEW
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-4.00
NEW
SOUTH EAST VIEW
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-4.01
NEW
SOUTH WEST VIEW
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-4.02
NEW SOUTH VIEW
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-4.03
NEW WEST VIEW
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
Sheet:
Scale:
Date:
TRI-PLEX CONDOMINIUM
COMPLEX
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
A-4.04
NEW AERIAL VIEW
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
(E) F.F.
0"10'-0"20'-0" TRELLIS SYSTEM
CONTAINER
40'-0"
46'-7" NEW PATIO ADDITION
N8 N11 N8 N9
N5
(E) F.F.
0"
EXISTING BUILDING
3'-4"9'-6"10'-0"9'-4"CONTAINER
8'-0"
PROPOSED TRELLIS
40'-0"
N5
NEW CURB PER CITY STANDARD, REFER TO CIVIL
DRAWINGS
NEW CONCRETE SIDEWALK TO BE A MIN. OF 4"
THICK CONCRETE.
NEW PLANTER, REFER TO LANDSCAPE PLAN.
NEW TREE, REFER TO LANDSCAPE PLAN.
NEW 40" RETAINING WALL TO BE 8"X8"X16" SINGLE
CORE (BOTH SIDES) PRECISION BLOCK, COLOR:
GREY MW & BLACK 250 MW BY ORCO.
NEW ASPHALT SURFACE & CAR STALL STRIPING TO
MATCH EXISTING
NEW HERB GARDEN BOX
PROPOSED HERB GARDEN WALL, MOUNTED ON
CONTAINER.
NEW 8FT WIDE X 6'8"H CONTAINER ROLLER DOOR
TO BE A MIN OF 26" GA. STEEL WITH 5/8"
CORRUGATION. PRIMED AND PAINT. PROVIDE
WEATHER TIGHT FRAMING KIT, THRESHOLD AND
HEADER. CONTAINER AND ROLLER DOORS TO BE
COVERED WITH DECORATIVE GRAPHICS AS
SHOWN ON MATERIAL BOARD
EXISTING LIGHT POLE TO BE PROTECTED DURING
CONSTRUCTION.
NEW 3FT WIDE X 3FT HIGH CONTAINER STAND ROLL
WINDOW TO BE A MIN OF 26" GA. STEEL WITH 5/8"
CORRUGATION. PRIMED AND PAINT. PROVIDE
WEATHER TIGHT FRAMING KIT, THRESHOLD AND
HEADER. CONTAINER AND ROLLER DOORS TO BE
COVERED WITH DECORATIVE GRAPHICS AS
SHOWN ON MATERIAL BOARD
NEW KEYNOTES
N1
N2
N3
N4
N5
N6
N7
N8
N9
N10
N11
Sheet:
Scale:
Date:
ADU
FOR
7 6 0 . 8 9 8 . 4 8 6 5
w w w . Z b r a u n d e s i g n s . c o m
z a y d a @ z b r a u n d e s i g n s . co m
As indicated
A-4.10
EXTERIOR ELEVATIONS
FEBRUARY.29.2024
WILDEST RESTAURANT
72990 EL PASEO #3 PALM DESERT
CA. 92260
1/4" = 1'-0"1EAST ELEVATION
1/4" = 1'-0"2SOUTH ELEVATION
Design Review 23-0015
Wildest Restaurant
PALM DESERT ARCHITECTURAL REVIEW COMMISSION
MAY 28, 2024
1
Project Request
Project Applicant: Charissa Farley-Hay, Applicant, is requesting Design Review approval for an outdoor
patio remodel for the “Wildest Restaurant” located at 72990 El Paseo, Suite #3, within the Palms to
Pines West Shopping Center
The project Applicant has applied for a Conditional Use Permit for the project and is currently seeking
ARC approval for Design Review.
25/28/2024 AGENDA ITEM 5.A.1
Vicinity Map
3
-The Restaurant occupies the south
end of a commercial building within
the Center.
- The Building has two other
commercial tenants and shares
parking with four surrounding
multitenant commercial building.
-The restaurant utilizes existing
parking spaces for a temporary
outdoor dining area and seeks
approval for a permanent outdoor dining area.
5/28/2024 AGENDA ITEM 5.A.1
5/28/2024 AGENDA ITEM 5.A.1 4
3/28/2023 AGENDA ITEM 5.A.2 5
Project Description
The Applicant is requesting Design Review approval for a 2,977 sf outdoor permanent dining patio (2,233
sf of dining area) which would include:
- a 20’ x 20’ pergola/trellis,
- 8’ x 40’ storage container,
- fireplace, heaters, lighting, pavers, a wall, and landscaping on the perimeter and interior of the
patio.
-Pergola: 10’ H, 20’ D, and 40’ L. It will be constructed of aluminum painted white installed with six (6)
posts and include ceiling fans, heaters, and downlights. The posts will be cladded with stone veneer at a total height of 2’-4” on the post, to match existing building and wood molding.
-Container: 8’ H, 8’ D, and 40’ L. The container will be galvanized steel painted white, have a vinyl
print design wrapped around it, and include a mounted herb garden wall. The container will include a window, roller doors, and be used for Restaurant storage.
-Block wall: A 40” high wall to be constructed of grey and black precision block. The wall will use the combination of colors, offsetting colors by row.
-Pavers: The patio will include pavers in graphite, foundry, and linen colors.
65/28/2024 AGENDA ITEM 5.A.1
75/28/2024 AGENDA ITEM 5.A.1
85/28/2024 AGENDA ITEM 5.A.1
95/28/2024 AGENDA ITEM 5.A.1
105/28/2024 AGENDA ITEM 5.A.1
115/28/2024 AGENDA ITEM 5.A.1
125/28/2024 AGENDA ITEM 5.A.1
135/28/2024 AGENDA ITEM 5.A.1
145/28/2024 AGENDA ITEM 5.A.1
155/28/2024 AGENDA ITEM 5.A.1
165/28/2024 AGENDA ITEM 5.A.1
175/28/2024 AGENDA ITEM 5.A.1
185/28/2024 AGENDA ITEM 5.A.1
195/28/2024 AGENDA ITEM 5.A.1
Recommendation
Staff recommends the ARC determines that the requirements of the findings have been met
based on the analysis and approves the Design Review .
Any modifications required should be added to the motion as a condition of approval.
205/28/2024 AGENDA ITEM 5.A.1
CITY OF PALM DESERT
ATTENDANCE REPORT
Advisory Body: Architectural Review Commission
Prepared By:
Year 2024 2023 2023 2023
Month
Date 9-Jan 24-Jan 13-Feb 27-Feb 12-Mar 26-Mar 9-Apr 23-Apr 14-May 23-May 13-Jun 27-Jun 11-Jul 25-Jul 8-Aug 22-Aug 12-Sep 26-Sep 10-Oct 24-Oct 14-Nov 28-Nov 12-Dec 28-Dec
Blakeley, James Edward E E E E P - P P E P P P - P - E P P - P -6 0
Colvard, Dean Wallace P P P P P - P E P - P - P P P - P - P E E - P -3 0
Latkovic, Nicholas P P P P P - P P P - E - P P P - P - P P P - E -2 0
McAuliffe, Michael P P P P P - P P P - P - P P P - P - P P P - P -0 0
McIntosh, James E P P P P - P E P - P - P E A - P - P P P - P -4 1
Sanchez, Francisco P P P E P - P P P - P - P P P - P - P P P - P -1 0
Vuksic, John P P P P P -P P P -P -P P P -P -P E P -P -1 0
Palm Desert Municipal Code 2.34.010:
P Present
A Absent
E Excused
-No meeting
M. Gonzalez
2023
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
Absences
Jan Feb Mar Apr May Jun Jul Aug Sep
20232024 2024 20232024
Total
Absences
Oct Nov Dec
20232023 20232024