HomeMy WebLinkAboutItem 3B - AR-2024-0054_ARC Packet_07022025ARCHITECTURAL REVIEW COMMITTEE
STAFF REPORT
DATE: JULY 7, 2025 NEW BUSINESS
SUBJECT: A REQUEST BY THE ALTUM GROUP, ON BEHALF OF SUN
COMMUNITY FEDERAL CREDIT UNION, FOR A MAJOR
ARCHITECTURAL REVIEW APPLICATION TO CONSTRUCT A NEW
2,895-SF BANK AND AN AUXILIARY DRIVE-THRU FACILITY AT A 1.08-
ACRE UNDEVELOPED SITE LOCATED AT THE SOUTHEAST CORNER
OF EAST RAMON ROAD AND SOUTH CALLE SANTA CRUZ, ZONE M-
1, SECTION 19 (CASE AR-2024-0054). (NK)
FROM: Department of Planning Services
PROJECT DESCRIPTION:
This is a request to construct a 2,895-SF bank (Sun Community Federal Credit Union) at
a maximum building height of 21.08 feet and an ancillary drive-thru facility at a 1.08-acre
undeveloped site located at the southeast corner of East Ramon Road and South Calle
Santa Cruz in the M-1 (Service/Manufacturing) Zone. On April 22, 2025, the Planning
Commission approved a Major Development Permit application for the proposed project.
RECOMMENDATION:
That the Architectural Review Committee (ARC) approve the proposed project subject to
the Conditions of Approval recommended by staff (Attachment 2).
ISSUE:
1. At its meeting on April 22, 2025, the Planning Commission imposed the following
conditions for the approval of the Major Development Permit application, Case DP-
2024-0005):
a) Reduce the amount of the drive-thru lanes near the entry and exit points from
two lanes to one (two-lane bypass/stacking area near the kiosk to remain) and
expand the middle landscape island to the west and south.
b) The ARC to review the following:
i. Solar control on the north building elevation;
ii. South building elevation for possible enhancement;
Architectural Review Committee Staff Report Page 2 of 8
Case AR-2024-0054
July 7, 2025
iii. Increase the amount and variety of plant materials to screen the drive-
thru and parking area, particularly on the Calle Santa Cruz frontage;
iv. Kiosk design to ensure that it will stay free of dust and debris;
v. Placement of California Fan Palms on the East Ramon Road frontage
to ensure that they do not block the view of the ATM area for visibility
and safety purposes;
vi. A treatment plan for the proposed African Sumac and Palo Verde or the
replacement of such materials with alternative plant materials; and
vii. Correct disparities between the plant material list and photos
BUSINESS PRINCIPAL DISCLOSURE:
Public Integrity Disclosure Form is included as an attachment to the report (Attachment
4).
BACKGROUND INFORMATION:
Related Relevant City Actions
03/12/2024 Pre-Application (PAR-2024-2000) review was completed by the
Department of Planning Services.
05/17/2024
Parcel Merger application (PM 23-08-4301) to consolidate APNs 680-
072-013; -014; -019; -020; -021; and -022 was recorded (Lead
Department: Engineering Services Department).
04/22/2025
Planning Commission: 1) Adopted the Mitigated Negative Declaration
(MND) as an adequate environmental document for the proposed
project and associated impacts; 2) Approved a Conditional Use permit
(CUP) application (CUP-2024-0009) for the drive-thru facility; 3)
Approved a Major Development Permit application (Case DP-2024-
0005) for site development; and 4) Recommended the adoption of the
MND and approval of a Change of Zone application (Case COZ-2024-
0001) which proposed to change the site’s zoning designation from
Professional (P) to M-1 (Service/Manufacturing) to the City Council.
05/28/2025 City Council voted unanimously to adopt the MND and approve the
Change of Zone application, COZ-2024-0001.
Site Information
Zone: Service/Manufacturing (M-1)
General Plan Land Use Designation: Office (O)
Net Acres 1.08 Acres (Approx. 47,045 SF)
Neighborhood Notice
07/03/2025
The surrounding neighborhood organizations within one (1) mile of the
site were sent notice that the proposed project would be reviewed by
the Architectural Review Committee on July 7, 2025.
Architectural Review Committee Staff Report Page 3 of 8
Case AR-2024-0054
July 7, 2025
STAFF ANALYSIS:
Project Details:
The applicant is proposing to construct a new 2,895-SF bank and an ancillary drive-thru
facility on a 1.08-acre undeveloped parcel in the M-1 (Service/Manufacturing) Zone. In
addition to the proposed building, the proposed site design includes a new drive-thru
facility designed with a canopy and an ATM, parking, landscape, and trash enclosure.
Site Plan:
The 1.08-acre project site is a through lot and located on the east side of South Calle
Santa Cruz between East Ramon Road and East Calle de Ricardo. Two-way vehicular
access to the site is provided on the South Calle Santa Cruz and Calle De Ricardo
frontages. Access to the site on the East Ramon Road frontage is limited to pedestrian
access. The proposed 21.08-foot-high, 2,895-SF building will be centrally positioned
towards East Ramon Road. Two rows of parking spaces are provided on the west side
of the building, and the drive-thru facility is located on the east side of the building. The
site’s existing topography is relatively flat, and the abutting parcels to the east are City-
owned parcels that are currently undeveloped.
Mass, Scale, and Architectural Composition:
The project proposes a single-story commercial building at a maximum height of 21.08
feet. The project site is a corner through lot, and the parcel to the east, which is the only
abutting parcel, is currently undeveloped. The applicant is seeking a reduced yard
setback along East Ramon Road via an AMM. Because there is no abutting parcel on
the elevation for which the yard setback reduction is requested, the approval of the AMM
application would not affect any property. City records state that the building heights of
the properties across the streets to the west (4299 E. Ramon Road, APN: 680-071-003)
and south (4375 E. Calle De Ricardo, APN: 680-073-012) of the project site are 21.5 feet
and 19.75 feet, respectively. The size of the proposed bank (2,895 SF) is significantly
smaller than the existing buildings on these parcels (West: 11,750 SF, South: 6,452 SF)
and the proposed building height is relatively close to the height of such buildings.
Grading and Topography:
While the site’s existing topography slopes down from its northeast corner towards south.
The elevation difference between the highest and lowest points is approximately 3 feet,
and the slope is insignificant and unremarkable overall (1.9 % slope). The project plans
to establish a 3-foot-deep retention basin along Calle De Ricardo between Calle Santa
Cruz and south entrance/exit to capture on site runoff. Water collected at different points
on site will be directed to this retention basin through grading.
Architectural Review Committee Staff Report Page 4 of 8
Case AR-2024-0054
July 7, 2025
Development Standards:
Pursuant to PSZC Section92.17.03 (M-1 Zone Development Standards), the project was
evaluated for compliance with following development standards:
Standard Required/
Allowed
Provided Compliance
Min. Lot Size 40,000 SF Approx. 47,045 SF Y
Min. Lot Width 200 Feet Approx. 138 Feet Y*
*Legal Nonconforming
Min. Lot Depth 200 Feet Approx. 280 Feet Y
Min. Setbacks
• Front (North)
• Front (West)
• Front (South)
• Side (East)
25 Feet
25 Feet
25 Feet
0 Feet
22.6 Feet
100.6 Feet
88 Feet
48.2 Feet*
*Drive-thru Shade
Structure
Yes, with AMM
approval**
Y
Y
Y
Max. Lot Coverage 60 % 6.15 % Y
Min. Open Space N/A 47.6 % N/A
Max. Building Height 30 ~ 40 Feet,
depending on
building design
21.08 Feet Y
Perimeter Wall Height
• West
• North
• South
• East
4.5 Feet
4.5 Feet
4.5 Feet
4.5 ~ 8 Feet
Not Indicated
Not Indicated
Not Indicated
Not Indicated
N/A
N/A
N/A
N/A
Trash Enclosure Screened,
6’ High (bin)
3’-6” High (cans)
Screened,
9.5’ High (Screen
Height Only)
Y
Mechanical
Equipment
Screened Screened
(Rooftop)
Y
**Excluded from ARC review
Architectural Review Committee Staff Report Page 5 of 8
Case AR-2024-0054
July 7, 2025
Analysis of conformance with PSZC 93.06.00 (Off-Street Parking):
Parking Requirement
Use SF or # of
Units
Parking
Ratio
Required Provided
Comp. Reg. Handi-
cap Reg. Handi-
cap
Bank (Office) 2,895 SF 1 space/
200 SF
(Gross)
14.45 19
TOTAL SPACES REQUIRED 14.45
≈ 14
19 Y
Handicap Space 1 2 Y
Required EV Charging Space 1 1 Y
Architectural Review Criteria and Findings:
PSZC Section 94.04.00(E) requires the approval authority to evaluate the application and
make findings for conformance to the following criteria:
Criteria and Findings [PSZC 94.04.00(E)] Compliance
1. The architectural treatment is consistent on all four sides of the
proposed building(s), unless otherwise approved by the ARC; Y
The project proposes similar architectural treatment on all sides as
exemplified by the repeated material and color application and
incorporation of rectangular form and grid pattern.
2. The design of accessory structures, such as carports, cabanas, and
similar accessory structures, shall be consistent with the form,
materials and colors of the principal building(s), unless otherwise
approved by the ARC;
Y
The proposed design includes freestanding structures such as the
drive-thru canopy and trash enclosure. The proposed drive-thru
canopy incorporates architectural elements that are found on the
primary building as exemplified by the yellow painted accent fascia
and “wooden” screen, and the exterior of the proposed trash
enclosure will be painted to match the color of the building exterior.
Overall, the design of such structures are architecturally compatible
with the primary building.
3. The façade elements and fenestration are composed in a
harmonious manner; Y
The proposed building consists of multiple volumes. The
north/primary elevation of the main component part of the building
is designed with expansive floor-to-ceiling glazing with two
recessed windows on both sides. Overall, the building incorporates
rectangular form and shape, as well as grid pattern. The grid
pattern adds a sense of scale and prevents a monotonous
appearance. The individual architectural component is properly
scaled for a cohesive appearance.
Architectural Review Committee Staff Report Page 6 of 8
Case AR-2024-0054
July 7, 2025
Criteria and Findings [PSZC 94.04.00(E)] Compliance
4. The proposed materials are consistent with the context of the site,
adjacent buildings, and the desert environment; Y
The proposed construction materials include metal, EIFS, CMU,
and wood, all of which are commonly used construction materials
and are contextually appropriate. The proposed materials are
durable and will withstand the local desert climate.
5. The proposed color scheme is appropriate to the desert
environment and consistent with the site context; Y
The project proposes a desert-neutral color palette which consists
of taupe and brown/bronze, in addition to yellow and blue accent
colors. The application of the accent colors is limited and
contextually appropriate.
6. Shading devices and sun control elements, excluding landscape
materials, are provided to address environmental conditions and
solar orientation;
Y
The primary entrance to the building is located on the north
elevation, which proposes generous glazing application and a
canopy. Additionally, the east elevation of the building is designed
with a screen and a canopy for solar control. While the proposed
architectural design does not include shading devices on the south
and west elevations, very limited glazing application is proposed for
these elevations. Visibility is vital for the proposed land use for
safety purposes, and the proposed design is adequate to meet this
finding.
7. The proposed landscape plan is consistent with the requirements of
PSMC Chapter 8.60;
Yes, as
conditioned
The proposed plant palette consists of drought-tolerant plant
materials that are included in the Lush and Efficient gardening book.
The landscape plan generally incorporates the conditions of
approval imposed by the Planning Commission for the approval of
the Major Development Permit application (e.g. California Fan
Plam placement along East Ramon Road, Alternative plant material
selection to replace African Sumac and Palo Verde), except for an
increase in the amount and variety of plant materials along the Calle
Santa Cruz frontage. Staff is recommending a condition of approval
which requires an increase in the amount and variety of plant
material along Calle Santa Cruz. Additionally, the landscape and
irrigation plans are subject to review and approval by the Riverside
County Agricultural Commissioner’s Office and Desert Water
Agency (DWA) as conditioned to ensure that the project aligns with
the City’s Water Efficient Landscape Ordinance. As conditioned,
the project meets this requirement.
8. The proposed landscape plan is consistent with all applicable
zoning requirements, including any streetscape requirements,
landscape buffer requirements, and screening requirements;
Y
Architectural Review Committee Staff Report Page 7 of 8
Case AR-2024-0054
July 7, 2025
Criteria and Findings [PSZC 94.04.00(E)] Compliance
The project site is designed with landscape buffer on all sides, and
the proposed parking lot shading of 65% far exceeds the minimum
shading requirement of 30%.
9. The shading for pedestrian facilities on the subject site or abutting
public right(s)-of-way is adequate; Y
Shade trees are proposed along the pedestrian pathway leading
from the parking lot to the main entrance of the building which is
located on the north side. Similar treatment is proposed for the
secondary pedestrian path on the south elevation. The north
elevation has the least amount of sun exposure, and the proposed
shading is adequate for the pedestrian facilities considering the
nature of the proposed use which requires clear visibility for public
safety purposes.
10. The proposed lighting plan is consistent with the requirements of
PSZC Section 93.21.00, and the proposed lighting will not materially
impact adjacent properties;
Yes, as
conditioned
The proposed outdoor lighting does not fully meet the zoning code
requirements (e.g. Minimum footcandle, Average-to-Minimum
Uniformity Ratio). However, the nonconforming outdoor lighting can
be modified to meet the zoning code requirements without altering
the character of the project. Staff is recommending a condition of
approval which requires the proposed outdoor lighting to fully
conform to the City’s outdoor lighting standards. As conditioned,
the project meets this requirement.
11. Appropriateness of signage locations and dimensions relative to the
building façade(s), or appropriateness of the site location for any
freestanding signage, as may be warranted for the development
type;
N/A
Sign installation would require a separate Sign Permit application.
A Sign Permit application has not been submitted as a part of this
application.
12. Screening is provided for mechanical equipment and service yards,
so as to screen such facilities from view from public rights-of-way
and abutting properties;
Y
The project proposes rooftop mechanical equipment installation,
which will be located behind the parapet. The equipment will not be
visible from public rights-of-way.
13. The proposed application is consistent with any adopted design
standards of an applicable specific plan, planned development
district, or other applicable adopted design standards and
regulations.
Yes, as
conditioned
Architectural Review Committee Staff Report Page 8 of 8
Case AR-2024-0054
July 7, 2025
Criteria and Findings [PSZC 94.04.00(E)] Compliance
The project site is not located in a Specific Plan or Planned
Development District. As analyzed in this table, the proposed
project generally conforms to the requirements of the Zoning Code
except for the outdoor lighting. To address this issue, staff is
recommending a condition of approval which requires the proposed
outdoor lighting to fully meet the outdoor lighting standards. As
conditioned, the proposed project meets this requirement.
ENVIRONMENTAL ANALYSIS:
The proposed development is considered a “project” pursuant to the terms of the
California Environmental Quality Act (“CEQA”). The City has evaluated the project under
CEQA Guidelines and a Mitigated Negative Declaration (MND) has been adopted as an
adequate environmental document for the proposed project and associated impacts by
the City Council. A Notice of Determination (NOD) was submitted to the State
Clearinghouse (SCH#: 2025010345) and recorded with the County of Riverside on May
29, 2025.
CONCLUSION:
The proposed project generally conforms to the Palm Springs Zoning Code and
architectural review requirements except for conformance with the City’s Outdoor Lighting
Standards. Additionally, the condition of approval imposed by the Planning Commission
for the approval of the Major Development Permit application, Case DP-2024-0005, has
not been entirely met. Although minor adjustments to the development proposal are
necessary for the project to fully conform to the zoning code regulation and conditions,
such changes are relatively minor and would not alter the character of the proposed
development. Therefore, staff recommends that the ARC approve the proposed project
subject to the conditions of approval included in the attached draft resolution (Attachment
2).
PREPARED BY: Noriko Kikuchi, AICP, Associate Planner
REVIEWED BY: Edward Robertson, Principal Planner
ATTACHMENTS:
1. Vicinity Map
2. Resolution and Conditions of Approval
3. Aerial Map
4. Public Integrity Disclosure Form
5. Justification Letter
6. Site Photos
7. Plans Reviewed by the Planning Commission (Site Plan, Canopy Details,
Elevations, Landscape Plan Only)
8. Outdoor Lighting Plans & Lighting Fixture Specifications
9. Plans
ATTACHMENT 1
Department of Planning Services
Vicinity Map
CITY OF PALM SPRINGS
AR-2024-0054
Sun Community Federal Credit Union
SEC of East Ramon Road and South Calle Santa Cruz
(APNs: 680-072-013, -014, -019, -020, -021, -022)
ATTACHMENT 2
RESOLUTION NO._______
A RESOLUTION OF THE ARCHITECTURAL REVIEW
COMMITTEE OF THE CITY OF PALM SPRINGS, CALIFORNIA,
APPROVING A MAJOR ARCHITECTURAL APPLICATION TO
CONSTRUCT A 2,895-SF BANK AND AN AUXILIARY DRIVE-
THRU FACILITY AT A 1.08-ACRE UNDEVELOPED SITE
LOCATED AT THE SOUTHEAST CORNER OF EAST RAMON
ROAD AND SOUTH CALLE SANTA CRUZ, ZONE M-1, SECTION
19 (APNs: 680-072-013, -014, -019, -020, -021, -022) (CASE AR-
2024-0054).
THE ARCHITECTURAL REVIEW COMMITTEE FINDS AND DETERMINES AS FOLLOWS:
A. The Altum Group, on behalf of Sun Community Federal Credit Union (the “Applicant”),
filed COZ-2024-0001 (Change of Zone), CUP-2024-0009 (Conditional Use Permit), DP-2024-
0005 (Major Development Permit), AR-2024-0054 (Architectural Review), and AMM-2024-
0056 (Administrative Minor Modifications) applications in accordance with Sections 94.07.00
(Change of Zone), 94.02.00 (Conditional Use Permit), 94.04.01 (Development Permit),
94.04.00 (Architectural Review), and 94.06.01 (Administrative Minor Modifications) and of the
Palm Springs Zoning Code for the construction of a 2,895-SF bank and an auxiliary drive-thru
facility at a 1.08-acre undeveloped site located at the southeast corner of East Ramon Road
and South Calle Santa Cruz, Zone P. Applicant requested a Change of Zone to change the
site’s ‘Professional’ (P) zoning designation to ‘Service/Manufacturing’ (M-1); and
B. The proposed project is considered a “project” pursuant to the terms of the California
Environmental Quality Act (“CEQA”), and an Initial Study/Mitigated Negative Declaration
(IS/MND) was prepared for this project and distributed for public review and comment in
accordance with CEQA; and
C. On April 22, 2025, a public hearing to consider Cases COZ-2024-0001, CUP-2024-
0009, and DP-2024-0005 was held by the Planning Commission in accordance with applicable
law; the Planning Commission voted unanimously to approve CUP-2024-0009 and DP-2024-
0005 subject to conditions of approval and recommended approval of COZ-2024-0001 to the
City Council. The conditions of approval included the requirement that the Architectural
Review Committee (ARC) review the following: 1) Solar control on the north building elevation;
2) South building elevation for possible enhancement; 3) Increase the amount and variety of
plant materials to screen the drive-thru and parking area, particularly on the Calle Santa Cruz
frontage; 4) Kiosk design to ensure that it will stay free of dust and debris; 5) Placement of
California Fan Palms on the East Ramon Road frontage to ensure that they do not block the
view of the ATM area for visibility and safety purposes; 6) A treatment plan for the proposed
African Sumac and Palo Verde or the replacement of such materials with alternative plant
materials; and 7) Correct disparities between the plant material list and photos; and
D. On May 28, 2025, the City Council held a duly noticed public hearing on the Project in
Architectural Review Committee Resolution No. July 7, 2025
Case AR-2025-0054 Page 2 of 3
accordance with applicable law. The City Council carefully reviewed and considered all of the
evidence presented in connection with the hearing on the Project, including but not limited to
the staff report, all environmental data including the IS/MND prepared for the project and all
written and oral testimony presented, and found the IS/MND to be in compliance with CEQA
and found that any potentially significant environmental impacts outlined in the report will be
adequately mitigated to less than significant levels. At the conclusion of the public hearing, the
City Council introduced and waived further reading of this Ordinance adopting the final MND
and to change the current zoning designation of the subject property from ‘Professional’ (P) to
‘Service/Manufacturing’ (M-1); and
E. On July 7, 2025, the City’s Architectural Review Committee held a public meeting in
accordance with applicable public law to review Case AR-2024-0054. At said meeting, the
Architectural Review Committee carefully reviewed and considered all of the evidence
presented in connection with the Project, including, but not limited to, the staff report, and all
written and oral testimony presented.
THE ARCHITECTURAL REVIEW COMMITTEE RESOLVES:
Section 1: The proposed development is considered a “project” pursuant to the terms of the
California Environmental Quality Act (“CEQA”). The City has evaluated the project under
CEQA Guidelines and a Mitigated Negative Declaration (MND) has been adopted as an
adequate environmental document for the proposed project and associated impacts by the City
Council. A Notice of Determination (NOD) was submitted to the State Clearinghouse (SCH#:
2025010345) and recorded with the County of Riverside on May 29, 2025.
Section 2: As demonstrated in the staff report, the Project conforms to the Architectural
Review criteria and findings stipulated in Section 94.04.00(E) of the Palm Springs Zoning Code
as conditioned.
Section 3: Based upon the foregoing, the Architectural Review Committee hereby approves
Case AR-2024-0054 for the construction of a 2,895-SF bank (Sun Community Federal Credit
Union) at a maximum building height of 21.08 feet and an ancillary drive-thru facility at a 1.08-
acre undeveloped site located at the southeast corner of East Ramon Road and South Calle
Santa Cruz in the M-1 (Service/Manufacturing) Zone (APNs: 680-072-013, -014, -019, -020, -
021, -022), subject to the conditions of approval attached herein as Exhibit A.
ADOPTED this 7th day of July, 2025
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: CITY OF PALM SPRINGS, CALIFORNIA
Architectural Review Committee Resolution No. July 7, 2025
Case AR-2025-0054 Page 3 of 3
______________________________________
Christopher Hadwin
Department of Planning Services Director
RESOLUTION NO.
EXHIBIT A
Case AR-2024-0054
Sun Community Federal Credit Union
SEC of East Ramon Road and South Calle Santa Cruz
July 7, 2025
CONDITIONS OF APPROVAL
Before final acceptance of the project, all conditions listed below shall be completed to the
satisfaction of the City Engineer, Director of Planning Services, Building Official, the Chief
of Police, the Fire Chief or their designee, depending on which department recommended
the condition.
Any agreements, easements or covenants required to be entered into shall be in a form
approved by the City Attorney.
ADMINISTRATIVE CONDITIONS
ADM 1. Project Description. This approval is for the project described per Case AR-
2024-0054; except as modified below:
ADM 2. Conform to all Codes and Regulations. The project shall conform to the
conditions contained herein, all applicable regulations of the Palm Springs
Zoning Ordinance, Municipal Code, and any other City County, State and
Federal Codes, ordinances, resolutions and laws that may apply.
ADM 3. Indemnification. The owner shall defend, indemnify, and hold harmless the
City of Palm Springs, its agents, officers, and employees from any claim,
action, or proceeding against the City of Palm Springs or its agents, officers
or employees to attach, set aside, void or annul, an approval of the City of
Palm Springs, its legislative body, advisory agencies, or administrative
officers concerning Case AR-2024-0054. The City of Palm Springs will
promptly notify the applicant of any such claim, action, or proceeding against
the City of Palm Springs and the applicant will either undertake defense of the
matter and pay the City's associated legal costs or will advance funds to pay
for defense of the matter by the City Attorney. If the City of Palm Springs fails
to promptly notify the applicant of any such claim, action or proceeding or fails
to cooperate fully in the defense, the applicant shall not, thereafter, be
responsible to defend, indemnify, or hold harmless the City of Palm Springs.
Notwithstanding the foregoing, the City retains the right to settle or abandon
the matter without the applicant's consent but should it do so, the City shall
Architectural Review Committee Resolution No. July 7, 2025
Sun Community Federal Credit Union Page 2
waive the indemnification herein, except, the City's decision to settle or
abandon a matter following an adverse judgment or failure to appeal, shall not
cause a waiver of the indemnification rights herein.
ADM 4. Maintenance and Repair. The property owner(s) and successors and
assignees in interest shall maintain and repair the improvements including
and without limitation all structures, sidewalks, parking areas, landscape,
irrigation, lighting, signs, walls, and fences between the curb and property
line, in a first class condition, free from waste and debris, and in accordance
with all applicable law, rules, ordinances and regulations of all federal, state,
and local bodies and agencies having jurisdiction at the property owner’s sole
expense. This condition shall be included in the recorded covenant
agreement for the property if required by the City.
ADM 5. Right to Appeal. The decision of the ARC shall be final unless appealed to
the Planning Commission within 15 days following the date that the director
issues notification to the applicant of the decision. The director shall schedule
the appeal for consideration by the planning commission within 30 days
following receipt of the appeal request and payment of the appeal fee. The
decision of the Planning Commission shall be final unless further appeal is
made to the city council in the manner provided by Chapter 2.05 of the Palm
Springs Municipal Code.
ADM 6. Public Art Fees. This project shall be subject to Chapters 2.24 and 3.37 of
the Municipal Code regarding public art. The project shall either provide
public art or payment of an in-lieu fee. In the case of the in-lieu fee, the fee
shall be based upon the total building permit valuation, the fee being 1/2% for
commercial projects or 1/4% for residential projects with first $100,000 of total
building permit valuation for individual single-family units exempt. Should the
public art be located on the project site, said location shall be reviewed and
approved by the Director of Planning and Zoning and the Public Arts
Commission, and the property owner shall enter into a recorded agreement to
maintain the art work and protect the public rights of access and viewing.
ENVIRONMENTAL ASSESSMENT CONDITIONS
BIOLOGICAL RESOURCES
BIO-1. Prior to construction and issuance of any grading permit, the City of Palm
Springs shall ensure compliance with the Coachella Valley Multiple Species
Habitat Conservation Plan (CVMSHCP) and its associated Implementing
Agreement and shall ensure the collection of payment of the CVMSHCP
Local Development Mitigation Fee.
CULTURAL RESOURCES
Architectural Review Committee Resolution No. July 7, 2025
Sun Community Federal Credit Union Page 3
CUL-1. Tribal Monitoring. Earth-moving activities, including grading, grubbing,
trenching, or excavations at the site shall be monitored by a qualified Native
American monitor(s).
If any cultural materials are discovered, they shall be recorded and evaluated
in the field. The monitors shall be prepared to recover artifacts quickly to
avoid construction delays but must have the power to temporarily halt or
divert construction equipment to allow for controlled archaeological recovery if
a substantial cultural deposit is encountered. The monitors shall determine
when excavations have reached sufficient depth to preclude the occurrence
of cultural resources, and when monitoring should conclude.
If artifacts are discovered, these shall be processed, catalogued, analyzed,
and prepared for permanent curation in a repository with permanent
retrievable storage that would allow for additional research in the future.
Monitoring:
CUL.A. Prior to the issuance of a grading permit for the site, the applicant shall
provide fully executed monitoring agreement(s) to the City.
Responsible parties: Project applicant, Planning Division, City Engineer.
CUL.B. Within 30 days of the completion of ground disturbing activities on the Project
site, a report of findings shall be filed with the City. The report will summarize
the methods and results of the monitoring program, including an itemized
inventory and a detailed analysis of recovered artifacts, upon completion of
the field and laboratory work. The report should include an interpretation of
the cultural activities represented by the artifacts and a discussion of the
significance of all archaeological finds.
Responsible parties: Project applicant, Project archaeologist, Tribal monitor,
Planning Division, City Engineer.
TRIBAL CULTURAL RESOURCES
TBL-1. Prior to issuance of a Grading Permit, the applicant shall obtain written
approval to proceed with construction from the Los Coyotes Band of Cahuilla
and Cupeno Indians and Agua Caliente Band of Cahuilla Indians, Tribal
Historic Preservation Officer or Tribal Archaeologist. The applicant shall
contact the Tribal Historic Preservation Officer or the Tribal Archaeologist at
(760) 699-6800, to determine their requirements, if any, associated with
grading or other construction. The applicant is advised to contact the Tribal
Historic Preservation Officer or Tribal Archaeologist as early as possible. If
required, it is the responsibility of the applicant to coordinate scheduling of
Tribal monitors during grading or other construction, and to arrange payment
of any required fees associated with Tribal monitoring. The applicant shall
coordinate scheduling of Agua Caliente Tribal cultural monitors during grading
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or other construction, and to arrange payment of any required fees associated
with Tribal monitoring.
TBL-2. Prior to the commencement of ground disturbing activities, the applicant shall
contact the Tribal Historic Preservation Office at ACBCI-
THPO@aguacaliente.net to arrange cultural monitoring.
PLANNING SERVICES DEPARTMENT CONDITIONS
PLN 1. The street address numbering/lettering shall not exceed eight inches in
height.
PLN 2. Prior to issuance of a grading permit, a Fugitive Dust and Erosion Control
Plan shall be submitted and approved by the Building Official. Refer to
Chapter 8.50 of the Municipal Code for specific requirements.
PLN 3. Prior to the issuance of building permits, locations of all telephone and
electrical boxes must be indicated on the building plans and must be
completely screened and located in the interior of the building. Electrical
transformers must be located toward the interior of the project maintaining a
sufficient distance from the frontage(s) of the project. Said transformer(s)
must be adequately and decoratively screened.
PLN 4. Outdoor Lighting Conformance. Outdoor lighting shall fully conform to the
requirements of the Outdoor Lighting Standards (PSZC Section 93.21.00 -
https://ecode360.com/43605755) and shall not produce disability glare,
discomfort glare, light trespass, and/or light pollution as defined in Palm
Springs Zoning Cod Sections 93.21.00(A)(7), (8), (9), and (10). The outdoor
lighting plan shall be revised to conform to the zoning code regulations.
PLN 5. Water Efficient Landscaping Conformance. The project is subject to the
Water Efficient Landscape Ordinance (Chapter 8.60.00) of the Palm Springs
Municipal Code and all other water efficient landscape ordinances. The
applicant shall submit a landscape and irrigation plan to the Director of
Planning for review and approval prior to the issuance of a building permit.
Landscape plans shall be wet stamped and approved by the Riverside
County Agricultural Commissioner's Office prior to submittal. Prior to
submittal to the City, landscape plans shall also be certified by the local water
agency that they are in conformance with the water agency’s and the State’s
Water Efficient Landscape Ordinances.
PLN 6. Sign Application Required. No signs are approved by this action. Separate
approval and permits shall be required for all signs in accordance with Zoning
Ordinance Section 93.20.00.
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PLN 7. Surface Mounted Downspouts Prohibited. No exterior downspouts shall be
permitted on any facade on the proposed building(s) that are visible from
adjacent streets or residential and commercial areas.
PLN 8. Exterior Alarms & Audio Systems. No sirens, outside paging or any type of
signalization will be permitted, except approved alarm systems.
PLN 9. Outside Storage Prohibited. No outside storage of any kind shall be
permitted except as approved as a part of the proposed plan.
PLN 10. Riverside County Airport Land Use Commission (ALUC). The project is
subject to review and approval by the ALUC. All conditions of approval
imposed by the agency shall be implemented.
PLN 11. Time Limit. The time limit for the commencement of construction under a
Development Permit approval shall be two (2) years from the effective date of
the approval, unless an extension of time is granted pursuant to PSZC
Section 94.12.00.
ENGINEERING DEPARTMENT CONDITIONS
Before final acceptance of the project, all conditions listed below shall be completed
to the satisfaction of the City Engineer.
All Grading Plans, Improvement Plans, Required Studies and Documents listed
below, must be submitted to Engineering Services Department for review and
approval.
STREETS
ENG 1. Any improvements within the public right-of-way require a City of Palm
Springs Encroachment Permit. All improvements are subject to inspection
and a 48-hour inspection notification is required.
ENG 2. Submit street improvement plans prepared by a registered California civil
engineer to the Engineering Services Department. The plan(s) shall be
approved by the City Engineer prior to issuance of any encroachment or
building permits.
ENG 3. Costs associated with off-site street improvements may be reimbursed,
pursuant to a Reimbursement Agreement approved by the City Council, in
accordance with the policies established by Resolution 13487, and
amended by Resolution 16031. Following completion and acceptance of
off-site street improvements by the City Engineer, if reimbursement is
requested in writing by the applicant, the applicant shall submit a formal
request for preparation of a Reimbursement Agreement and a $5,000
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deposit for City staff time associated with the preparation of the Off-site
Street Reimbursement Agreement, including City Attorney fees. The
applicant shall be responsible for payment of all associated staff time and
expenses necessary in the preparation and processing of the
Reimbursement Agreement with the City Council, and shall submit
additional deposits as necessary when requested by the City, which are
included in the amount that may be reimbursed to the applicant through
the Reimbursement Agreement. The Reimbursement Agreement is
subject to the City Council’s review and approval at a Public Hearing, and
its approval is not guaranteed nor implied by this condition.
RAMON ROAD
ENG 4. Remove the existing curb return located at the southeast corner of Ramon
Road and Calle Santa Cruz and replace with a 35 feet radius curb return
in accordance with City of Palm Springs Standard Drawing No. 200 and
206.
ENG 5. Construct a 14-feet wide raised, landscaped median island as specified by
the City Engineer from Calle Santa Cruz to Vella road. Provide left turn
pockets as required and allowed by the City Engineer. The median nose
width shall be constructed 4 feet wide and shall have stamped concrete.
The left turn pockets shall be designed in accordance with Section 405 of
the current edition of the Caltrans Highway Design Manual, as approved
by the City Engineer.
a. Submit landscaping, lighting and irrigation system improvement plans for
review and approval by the City Engineer. The irrigation system and
lighting shall be separately metered from the parkway landscaping.
Maintenance of the median island under an agreement between the City
(city to provide agreement) and Applicant (HOA, entity and their
successors or assignees) for perpetual maintenance by the applicant. The
plans shall be approved in conjunction with the street improvement plans
for the median and prior to issuance of encroachment or building permits,
unless otherwise allowed by the City Engineer.
ENG 6. All median landscaping shall be guaranteed for a period of one year from
the date of acceptance by the City Engineer. Any landscaping that fails or
is destroyed during the one year landscape maintenance period shall be
replaced with similar plant material to the satisfaction of the City Engineer,
and shall be subject to a subsequent one year landscape maintenance
period.
ENG 7. Construct pavement with a minimum pavement section of 5 inches asphalt
concrete pavement over 4 inches crushed miscellaneous base with a
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minimum subgrade of 24 inches at 95% relative compaction, or equal,
from edge of proposed gutter to clean sawcut edge of pavement along the
entire frontage of new improvements in accordance with City of Palm
Springs Standard Drawing No. 110. (Additional pavement removal and
replacement may be required upon review of existing pavement cross-
sections, and to ensure grade breaks of the pavement cross-section do
not occur within a travel lane.) If an alternative pavement section is
proposed, the proposed pavement section shall be designed by a
California registered Geotechnical Engineer using "R" values from the
project site and submitted to the City Engineer for approval.
ENG 8. Remove and replace existing asphalt concrete pavement where required,
in accordance with applicable City standards.
ENG 9. All broken or off grade street improvements along the project frontage
shall be repaired or replaced.
CALLE SANTA CRUZ
ENG 10. Construct a 6 inch curb and gutter, 20 feet east of centerline along the
entire frontage, with a 25 feet radius curb return and spandrel at the
northeast corner of the intersection of Calle Santa Cruz and Calle De
Ricardo in accordance with City of Palm Springs Standard Drawing No.
200 and 206.
ENG 11. Construct the north half of a 6 feet wide cross gutter at the northeast
corner of the intersection of Calle Santa Cruz and Calle De Ricardo to
match existing in accordance with City of Palm Springs Standard Drawing
No. 200 and 206.
ENG 12. Construct a feet wide driveway approach in accordance with City of Palm
Springs Standard Drawing No. 201 shall be constructed, in accordance
with Zoning Code 93.06.00 C (15).
ENG 13. Construct a 5 feet wide sidewalk behind the curb along the entire frontage
in accordance with City of Palm Springs Standard Drawing No. 210.
ENG 14. Construct a Type B curb ramp meeting current California State
Accessibility standards at the northeast corner of the intersection of Calle
Santa Cruz and Calle De Ricardo in accordance with City of Palm Springs
Standard Drawing No. 213.
ENG 15. Construct pavement with a minimum pavement section of 3 inches asphalt
concrete pavement over 4 inches crushed miscellaneous base with a
minimum subgrade of 24 inches at 95% relative compaction, or equal,
from edge of proposed gutter to clean sawcut edge of pavement along the
entire frontage in accordance with City of Palm Springs Standard Drawing
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No. 110. (Additional pavement removal and replacement may be required
upon review of existing pavement cross-sections, and to ensure grade
breaks of the pavement cross-section do not occur within a travel lane.) If
an alternative pavement section is proposed, the proposed pavement
section shall be designed by a California registered Geotechnical
Engineer using "R" values from the project site and submitted to the City
Engineer for approval.
ENG 16. Remove and replace existing asphalt concrete pavement where required,
in accordance with applicable City standards.
ENG 17. All broken or off grade street improvements along the project frontage
shall be repaired or replaced.
CALLE DE RICARDO
ENG 18. Construct a 6 inch curb and gutter, 18 feet north of centerline along the
entire frontage and match with existing at east property line in accordance
with City of Palm Springs Standard Drawing No. 200.
ENG 19. Construct a feet wide driveway approach in accordance with City of Palm
Springs Standard Drawing No. 201 shall be constructed, in accordance
with Zoning Code 93.06.00 C (15).
ENG 20. Construct a 5 feet wide sidewalk behind the curb along the entire frontage
in accordance with City of Palm Springs Standard Drawing No. 210.
ENG 21. Construct pavement with a minimum pavement section of 3 inches asphalt
concrete pavement over 4 inches crushed miscellaneous base with a
minimum subgrade of 24 inches at 95% relative compaction, or equal,
from edge of proposed gutter to clean sawcut edge of pavement along the
entire frontage in accordance with City of Palm Springs Standard Drawing
No. 110. (Additional pavement removal and replacement may be required
upon review of existing pavement cross-sections, and to ensure grade
breaks of the pavement cross-section do not occur within a travel lane.) If
an alternative pavement section is proposed, the proposed pavement
section shall be designed by a California registered Geotechnical
Engineer using "R" values from the project site and submitted to the City
Engineer for approval.
ENG 22. Remove and replace existing asphalt concrete pavement where required,
in accordance with applicable City standards.
ENG 23. All broken or off grade street improvements along the project frontage
shall be repaired or replaced.
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ON-SITE
ENG 24. The minimum pavement section for all on-site pavement shall be 3
inches asphalt concrete pavement over 4 inches crushed
miscellaneous base with a minimum subgrade of 24 inches at 95%
relative compaction, or equal. If an alternative pavement section is
proposed, the proposed pavement section shall be designed by a
California registered Geotechnical Engineer using "R" values from the
project site and submitted to the City Engineer for approval.
ENG 25. On-site drive aisles or parking lot shall be constructed with curbs,
gutters, and cross-gutters, as necessary to accept and convey street
surface drainage of the on-site streets to the on-site drainage system,
in accordance with applicable City standards.
SANITARY SEWER
ENG 26. All sanitary facilities shall be connected to the public sewer system (via the
proposed on-site private sewer system). New laterals shall not be
connected at manholes.
GRADING
ENG 27. Submit a Precise Grading Plan prepared by a California licensed civil
engineer to the Engineering Services Department for review and approval.
The plan shall be approved by the City Engineer prior to grading permit
issuance.
a. A Fugitive Dust Control Plan shall be prepared by the applicant
and/or its grading contractor and submitted to the Engineering Services
Department for review and approval. The applicant and/or its grading
contractor shall be required to comply with Chapter 8.50 of the City of
Palm Springs Municipal Code, and shall be required to utilize one or more
“Coachella Valley Best Available Control Measures” as identified in the
Coachella Valley Fugitive Dust Control Handbook for each fugitive dust
source such that the applicable performance standards are met. The
applicant’s or its contractor’s Fugitive Dust Control Plan shall be prepared
by staff that has completed the South Coast Air Quality Management
District (AQMD) Coachella Valley Fugitive Dust Control Class. The
applicant and/or its grading contractor shall provide the Engineering
Services Department with current and valid Certificate(s) of Completion
from AQMD for staff that have completed the required training. For
information on attending a Fugitive Dust Control Class and information on
the Coachella Valley Fugitive Dust Control Handbook and related “PM10”
Dust Control issues, please contact AQMD at (866) 861-3878, or at
http://www.AQMD.gov. A Fugitive Dust Control Plan, in conformance with
the Coachella Valley Fugitive Dust Control Handbook, shall be submitted
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to and approved by the Engineering Services Department prior to approval
of the Grading plan.
b. The first submittal of the Grading Plan shall include the following
information: a copy of final approved conformed copy of Conditions of
Approval; a copy of a final approved conformed copy of the Site Plan; a
copy of current Title Report; a copy of Soils Report; and a copy of the
associated Hydrology Study/Report; a copy of the project-specific Final
Water Quality Management Plan.
ENG 28. Prior to approval of a Grading Plan (or issuance of a Grading Permit), the
applicant shall obtain written approval to proceed with construction from
the Agua Caliente Band of Cahuilla Indians, Tribal Historic Preservation
Officer or Tribal Archaeologist ( a copy of the written approval must be
provided to the City) . The applicant shall contact the Tribal Historic
Preservation Officer or the Tribal Archaeologist at ACBCI-
THPO@aguacaliente.net to determine their requirements, if any,
associated with grading or other construction. The applicant is advised to
contact the Tribal Historic Preservation Officer or Tribal Archaeologist as
early as possible. If required, it is the responsibility of the applicant to
coordinate scheduling of Tribal monitors during grading or other
construction, and to arrange payment of any required fees associated with
Tribal monitoring.
ENG 29. In accordance with an approved PM-10 Dust Control Plan, temporary dust
control perimeter fencing shall be installed. Fencing shall have screening
that is tan in color; green screening will not be allowed. Temporary dust
control perimeter fencing shall be installed after issuance of Grading
Permit, and immediately prior to commencement of grading operations.
ENG 30. Temporary dust control perimeter fence screening shall be appropriately
maintained, as required by the City Engineer. Cuts (vents) made into the
perimeter fence screening shall not be allowed. Perimeter fencing shall
be adequately anchored into the ground to resist wind loading.
ENG 31. Within 10 days of ceasing all construction activity and when construction
activities are not scheduled to occur for at least 30 days, the disturbed
areas on-site shall be permanently stabilized, in accordance with Palm
Springs Municipal Code Section 8.50.022. Following stabilization of all
disturbed areas, perimeter fencing shall be removed, as required by the
City Engineer.
ENG 32. A Notice of Intent (NOI) to comply with the California General Construction
Stormwater Permit (Water Quality Order 2022-0057-DWQ as adopted
September 8, 2022) is required for the proposed development via the
California Regional Water Quality Control Board online SMARTS system.
A copy of the executed letter issuing a Waste Discharge Identification
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(WDID) number shall be provided to the City Engineer prior to issuance of
a grading or building permit.
ENG 33. This project requires preparation and implementation of a stormwater
pollution prevention plan (SWPPP). As of September 4, 2012, all
SWPPPs shall include a post-construction management plan (including
Best Management Practices) in accordance with the current Construction
General Permit. Where applicable, the approved final project-specific
Water Quality Management Plan shall be incorporated by reference or
attached to the SWPPP as the Post-Construction Management Plan. A
copy of the up-to-date SWPPP shall be kept at the project site and be
available for review upon request.
ENG 34. In accordance with City of Palm Springs Municipal Code, Section 8.50.022
(h), the applicant shall post with the City a cash bond of two thousand
dollars ($2,000.00) per disturbed acre. (if there is disturbance of 5,000
square feet or more) at the time of issuance of grading permit for
mitigation measures for erosion/blowsand relating to this property and
development.
ENG 35. A Geotechnical/Soils Report prepared by a California registered
Geotechnical Engineer shall be required for and incorporated as an
integral part of the grading plan for the proposed development. A copy of
the Geotechnical/Soils Report shall be submitted to the Engineering
Services Department with the first submittal of a grading plan.
ENG 36. The applicant shall provide Grading Certification for all building (or
structure) pads in conformance with the approved grading plan to the
Engineering Services Department for review and approval prior to
issuance of Building Permits.
ENG 37. In cooperation with the California Agricultural Commissioner and the
California Department of Food and Agriculture Red Imported Fire Ant
Project, applicants for grading permits involving a grading plan and
involving the export of soil will be required to present a clearance
document from a Department of Food and Agriculture representative in
the form of an approved “Notification of Intent To Move Soil From or
Within Quarantined Areas of Orange, Riverside, and Los Angeles
Counties” (Revised - RIFA Form CA-1) prior to approval of the Grading
Plan (if required). The California Department of Food and Agriculture
office is located at 6819 East Gage Avenue, Commerce, Ca 90040
(Phone(760)782-3271,(562)505-6415),Sonia.Oran@cdfa.ca.gov.
WATER QUALITY MANAGEMENT PLAN
ENG 38. This project shall be required to install measures in accordance with
applicable National Pollution Discharge Elimination System (NPDES) Best
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Management Practices (BMP’s) included as part of the NPDES Permit
issued for the Whitewater River Region from the Colorado River Basin
Regional Water Quality Control Board (RWQCB). The applicant is
advised that installation of BMP’s, including mechanical or other means for
pre-treating contaminated stormwater and non-stormwater runoff, shall be
required.
ENG 39. A Final Project-Specific Water Quality Management Plan (WQMP) shall be
submitted to and approved by the City Engineer prior to issuance of
approval of any grading plan. The WQMP shall address the
implementation of operational Best Management Practices (BMP’s)
necessary to accommodate nuisance water and storm water runoff from
the site. Direct release of nuisance water to the adjacent property (or
public streets) is prohibited. Construction of operational BMP’s shall be
incorporated into the Precise Grading and Paving Plan.
ENG 40. Prior to issuance of any grading or building permits, the property owner
shall record a “Covenant and Agreement” with the County-Clerk Recorder
or other instrument on a standardized form to inform future property
owners of the requirement to implement and maintain the approved Final
Project-Specific Water Quality Management Plan (WQMP). Other
alternative instruments for requiring implementation of the approved Final
Project-Specific WQMP include: requiring the implementation of the Final
Project-Specific WQMP in Home Owners Association or Property Owner
Association Covenants, Conditions, and Restrictions (CC&Rs); formation
of Landscape, Lighting and Maintenance Districts, Assessment Districts or
Community Service Areas responsible for implementing the Final Project-
Specific WQMP; or equivalent. Alternative instruments must be approved
by the City Engineer prior to issuance of any grading or building permits.
DRAINAGE
ENG 41. All stormwater runoff across the property shall be accepted and conveyed
in a manner acceptable to the City Engineer and released to an approved
drainage system. Stormwater runoff may not be released directly to the
adjacent streets without first intercepting and treating with approved Best
Management Practices (BMPs).
ENG 42. All stormwater runoff passing through and falling onto the site shall be
accepted and conveyed to a new drainage system to be constructed as
part of the development. An on-site retention basin and other storm
drainage facilities approved by the City Engineer shall be required.
ENG 43. All stormwater runoff passing through the site shall be accepted and
conveyed across the property in a manner acceptable to the City
Engineer. For all stormwater runoff falling on the site, on-site retention or
other facilities approved by the City Engineer shall be required to contain
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the increased stormwater runoff generated by the development of the
property. Provide a hydrology study to determine the volume of increased
stormwater runoff due to development of the site, and to determine
required stormwater runoff mitigation measures for the proposed
development. Final retention basin sizing and other stormwater runoff
mitigation measures shall be determined upon review and approval of the
hydrology study by the City Engineer and may require redesign or
changes to site configuration or layout consistent with the findings of the
final hydrology study. No more than 40-50% of the street frontage
parkway/setback areas should be designed as retention basins. On-site
open space, in conjunction with dry wells and other subsurface solutions
should be considered as alternatives to using landscaped parkways for
on-site retention.
ENG 44. The project is subject to flood control and drainage implementation fees.
The acreage drainage fee at the present time is $10,961.65 per acre in
accordance with Resolution No. 15189. Fees shall be paid prior to
issuance of a building permit.
GENERAL
ENG 45. Any utility trenches or other excavations within existing asphalt concrete
pavement of off-site streets required by the proposed development shall
be backfilled and repaired in accordance with City of Palm Springs
Standard Drawing No. 115.
ENG 46. All proposed utility lines shall be installed underground.
ENG 47. All existing utilities shall be shown on the improvement plans if required for
the project. The existing and proposed service laterals shall be shown
from the main line to the property line.
ENG 48. Upon approval of any improvement plan (if required) by the City Engineer,
the improvement plan shall be provided to the City in digital format,
consisting of a DWG (AutoCAD drawing filetype) and PDF (Adobe Acrobat
document filetype) formats. Variation of the type and format of the digital
data to be submitted to the City may be authorized, upon prior approval by
the City Engineer.
ENG 49. The original improvement plans prepared for the proposed development
and approved by the City Engineer (if required) shall be documented with
record drawing “as-built” information and returned to the Engineering
Services Department prior to issuance of a final certificate of occupancy.
Any modifications or changes to approved improvement plans shall be
submitted to the City Engineer for approval prior to construction.
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ENG 50. Nothing shall be constructed or planted in the corner cut-off area of any
intersection or driveway which does or will exceed the height required to
maintain an appropriate sight distance per City of Palm Springs Zoning
Code Section 93.02.00, D.
ENG 51. All proposed trees within the public right-of-way and within 10 feet of the
public sidewalk and/or curb shall have City approved deep root barriers
installed in accordance with City of Palm Springs Standard Drawing No.
904.
MAP
ENG 52. The existing parcels identified by Assessor’s Parcel Number (APN) 680-
072-013, 014, 019, 020, 021 and 022 shall be merged, or otherwise, a Lot
Line Adjustment shall be perfected to relocate the property line common to
the two parcels to comply with applicable planning and building codes
related to the setback of any structures to the property line. An application
for a Parcel Merger (or Lot Line Adjustment) shall be submitted to the
Engineering Services Department for review and approval. A copy of a
current title report and copies of record documents shall be submitted with
the application. The application shall be submitted to and approved by the
City Engineer prior to issuance of a building permit.
TRAFFIC
ENG 53. A minimum of 48 inches of clearance for accessibility shall be provided on
public sidewalks. Minimum clearance on public sidewalks shall be
provided by either an additional dedication of a sidewalk easement if
necessary and widening of the sidewalk, or by the relocation of any
obstructions within the public sidewalk along the frontage of the subject
property.
ENG 54. All damaged, destroyed, or modified pavement legends, traffic control
devices, signing, striping, and street lights, associated with the proposed
development shall be replaced as required by the City Engineer prior to
issuance of a Certificate of Occupancy.
ENG 55. Submit traffic striping (and signage) plans for Ramon Road, prepared by a
California registered civil engineer, for review and approval by the City
Engineer. All required traffic striping and signage improvements shall be
completed in conjunction with required street improvements, to the
satisfaction of the City Engineer, and prior to issuance of a certificate of
occupancy.
ENG 56. Relocate the existing light pole, conduit, pull boxes and all appurtenances
located on the southeast corner of Ramon Road and Calle Santa Cruz.
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The light pole shall be installed and operational prior to issuance of the
Certificate of Occupancy, unless otherwise allowed by the City Engineer.
ENG 57. Construction signing, lighting and barricading shall be provided during all
phases of construction as required by City Standards or as directed by the
City Engineer. As a minimum, all construction signing, lighting and
barricading shall be in accordance with Part 6 “Temporary Traffic Control”
of the California Manual on Uniform Traffic Control Devices (CAMUTCD),
dated November 7, 2014, or subsequent editions in force at the time of
construction.
ENG 58. This property is subject to the Transportation Uniform Mitigation Fee which
shall be paid prior to issuance of building permit.
FIRE DEPARTMENT CONDITIONS
FID 1. These Fire Department conditions may not provide all requirements.
Owner/developer is responsible for all applicable state and locally adopted
fire codes. Detailed plans are still required for review. Conditions are
subject to final plan check and review.
FID 2. Fire Department Conditions were based on the 2022 California Fire Code
as adopted by City of Palm Springs, Palm Springs Municipal Code, PSFD
Appendix “T” Development Requirements and latest adopted NFPA
Standards.
FID 3. Conditions of Approval – “Conditions of Approval” received from the
Palm Springs Planning Department must be submitted with each plan set.
Failure to submit will result in a delay of plan approval.
FID 4. Plans and Permits (CFC 105.1):
Permits and scaled drawings are required for this project. Plan reviews
can take up to 20 working days. Submit electronic drawings for review.
Upon approval, the Fire Prevention Bureau will retain one set.
A deposit for Plan Check and Inspection Fees is required at the time of
Plan Submittal. These fees are established by Resolution of the Palm
Springs City Council.
Complete listings and manufacturer’s technical data sheets for all system
materials shall be included with plan submittals. All system materials shall
be UL listed or FM approved for fire protection service and approved by
the Fire Prevention Bureau prior to installation.
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Plans shall include all necessary engineering features, including all
hydraulic reference nodes, pipe lengths and pipe diameters as required by
the appropriate codes and standards. Plans and supporting data,
(calculations and manufacturers technical data sheets) including fire flow
data, shall be submitted with each plan submittal. Complete and accurate
legends for all symbols and abbreviations shall be provided on the plans.
FID 5. Access During Construction (CFC 503): Access for firefighting
equipment shall be provided to the immediate job site at the start of
construction and maintained until all construction is complete. Fire
apparatus access roads shall have an unobstructed width of not less than
24 feet and an unobstructed vertical clearance of not less than 13'-6". Fire
Department access roads shall have an all-weather driving surface and
support a minimum weight of 73,000 lbs.
FID 6. Required access (CFC 504.1): Exterior doors and openings required by
this code or the California Building Code shall be maintained readily
accessible.
FID 7. Key Box Required to be Installed (CFC 506.1): Where access to or
within a structure or an area is restricted because of secured openings or
where immediate access is necessary for life-saving or fire-fighting
purposes, the fire code official is authorized to require a key box to be
installed in an approved location. The key box shall be flush mount type
and shall contain keys to gain necessary access as required by the fire
code official.
FID 8. Key Box Contents (CFC 506.1): The Knox key box shall contain keys to
all areas of ingress/egress, alarm rooms, fire sprinkler riser/equipment
rooms, mechanical rooms, elevator rooms, elevator controls, plus a card
containing the emergency contact people and phone numbers for the
building/complex.
FID 9. NFPA 13 Fire Sprinkler Systems Required: An automatic fire sprinkler
system is required. Only a C-16 licensed fire sprinkler contractor shall
perform system design and installation. System to be designed and
installed in accordance with NFPA standard 13, 2016 Editions, as
modified by local ordinance. Fire pumps maybe also be required due to
the size of the building.
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FID 10. Fire Alarm Systems Required: An automatic or manual fire alarm
system is required. Only a C-10 licensed fire alarm contractor shall
perform system design and installation. System to be designed and
installed in accordance with NFPA standard 72, 2016 editions, as modified
by local ordinance.
FID 11. Turning Radius: Fire access road turns and corners shall be designed
with a minimum inner radius of 25 feet and an outer radius of 43 feet.
FID 12. Dead Ends: Dead-end fire apparatus roads in excess of 150 feet in length
shall be provided with an approved area for turning around a fire
apparatus.
FID 13. Designated Fire Lanes: in private developments shall be not less than
24 feet wide (curb face to curb face) with no parking on either side and
shall be identified as afire lanes with red curb, stating in white lettering “
NO PARKING FIRE LANE”, or by approved signage, or by both red curb
with lettering and signage.
FID 14. Fire Department Access Roads/Driveways: Shall be provided so that
no portion of the exterior wall of the first floor of any building will be more
than 150 feet from such roads.
FID 15. Private Fire Hydrants: Additional private hydrants may be required.
FID 16. Construction Safety Plan: The construction safety plan is going to be
something little different but will include hot work requirements and will
need to include the following: Site safety plans shall include the following
as applicable:
• Name and contact information of site safety director.
• Documentation of the training of the site safety director and fire watch
personnel.
• Procedures for reporting emergencies.
• Fire department vehicle access routes.
• Location of fire protection equipment, including portable fire
extinguishers, standpipes, fire department connections and fire
hydrants.
• Smoking and cooking policies, designated areas to be used where
approved, and signage locations in accordance with Section 3305.8.
• Location and safety considerations for temporary heating equipment.
Architectural Review Committee Resolution No. July 7, 2025
Sun Community Federal Credit Union Page 18
• Hot work permit plan.
• Plans for control of combustible waste material.
• Locations and methods for storage and use of flammable and
combustible liquids and other hazardous materials.
• Provisions for site security.
• Changes that affect this plan.
• Other site-specific information required by the fire code official.
BUILDING & SAFETY DEPARTMENT CONDITIONS
BLDG 1. Prior to any construction on-site, all appropriate permits shall be secured.
BLDG 2. Separate permits are required for Site Walls, Trash Enclosures, Signs, PV
(Photovoltaic), Construction Trailers.
BLDG 3. Grading & ROW permits are to be issued by our Engineering Division.
BLDG 4. Utilities on the utility side of any meter are to be arranged with the
respective Utility Company. Any utilities after a meter will be included in
the Building Departments scope of work for inspections.
END OF CONDITIONS
ATTACHMENT 3
E. Ramon Road S. Calle Santa Cruz S. Vella Road E. Calle De Ricardo
Project Site
ATTACHMENT 4
ATTACHMENT 5
44-600 Village Court, Suite 100
Palm Desert, CA 92260
760.346.4750 Tel
760.340.0089 Fax
www.thealtumgroup.com
Project Substantiation for Sun Community Credit Union in Palm Springs
Sun Community Credit Union is a Credit Union that was founded in 1954 and has been serving the
Coachella Valley for over 70 years. The Credit Union is owned and controlled by its members, not by out-
of-town owners. Currently, Sun Community Credit Union has eight branches to serve its members and is
proud to serve the Palm Springs Community.
Sun Community Credit Union will be submitting an application for a new Credit Union building located
on the southeast corner of Ramon Road and Calle Santa Cruz on APN’s: 680-072-013, 014, 019, 020,021
& 022. A Parcel Merger application has been approved and we are waiting for the assignment of a new
number. The proposed building will be 2,895 SF and include a drive-up ATM. The applications involved
will include the following:
• Zone Change
• Major Development Permit
• Conditional Use Permit
• Major Architectural Review
• Administrative Minor Modification
• Sign Permit Application
• Parcel Merger Application
The Zone Change will be from P (Professional) District to M-1 (Service/Manufacturing) District to
facilitate development standards that will allow a stand-alone Credit Union with a drive-up ATM and to
be consistent with the overall development of the surrounding area near the airport.
The site will take access from Calle Santa Cruz and Calle De Ricardo which will lead to 20 parking stalls.
The site will contain landscaping around the perimeter of the property and around the building that will
include on-site storm water retention. In addition, there will be a drive-up ATM machine located on the
east side of the site that can accommodate vehicle queuing for up to seven vehicles. The proposed drive
through ATM circulation and vehicle stacking is sufficient and will prevent congestion. The ATM will be
housed in a shade structure with a 7.5 ft overhang to prevent heat and improve visibility of the screen.
The Credit Union building will be positioned to face Ramon Road for adequate visibility to motorists and
the police for safety. The proposed architecture will include glass, stucco, and longboard siding in soft
earth tone colors. The architectural style will be contemporary/modern, utilizing varying roof heights,
architectural projections, and a central architectural tower with exterior glazing fronting Ramon Road.
The proposed building will use black window frames throughout the structure and will include a
matching architectural trellis structure on the north façade fronting Ramon Road which will provide
shade. The buildings’ modern style will facilitate a sense of openness and foster a comfortable setting for
the Credit Union’s Members. The architecture and materials will be unique, however the overall style is
May 20, 2024
Sun Community Credit Union
City of Palm Springs
Project Substantiation
Page 2 of 2
consistent with the overall theme of contemporary modern style used in Palm Springs and will enhance
the quality of this neighborhood.
Building signage will be approved through a sign permit application, expected building signs include a
building mounted signs and a monument sign.
The proposed landscape will be harmonious and will complement the architecture, providing a variety of
ground covers and trees to shade and cool site. Ramon Road and Calle Santa Cruz will include several
California Fan Palms, other areas of the site will include Palo Verde, African Sumac Live Oak. Various
ground cover shrubs will be used which include agave, and birds-of paradise along with brimstone
decomposed granite.
Applications will also include a Lot Merger and an Administrative Minor Modification. The Lot Merger
has been completed merging six existing lots into one lot and we are waiting for a new Parcel Number to
be provided.. The Administrative Minor Modification is required to reduce the building setback on
Ramon Road by 2.5 feet to avoid encroachment into an existing utility line and easement.
The Sun Community Credit Union Family looks forward to working in this location and continuing to be
part of the community.
ATTACHMENT 6
Photo Array Sun Community Bank - Palm SpringsExhibit1Center Facing North EastCenter Facing North EastCenter Facing North WestCenter Facing North WestCenter Facing South EastCenter Facing South EastCenter Facing South WestCenter Facing South West
ATTACHMENT 7
RAMON ROAD
CL
CALLE DE RICARDO
CLCLCALLE SANTA CRUZN00°01'28"W118.12'N89°33'51"W
279.85'N00°02'39"W158.01'APN
680-072-012
VACANT
APN
680-072-006
VACANT
APN
680-071-003
APN
680-073-012
APN
680-072-022
APN
680-072-019
APN
680-072-020
N89°35'18"W
280.22'
APN
680-072-021
84.8'47.0'19.0'
TYP
19.0'
TYP
26.0'25.0'25.0'
15.0'25.0'25.0'11.8'22.6'20.0'19.0'24.0'25.0'18.0'17.8'20.0'20.0'41.9'8.1'28.0'28.0'28.0'28.0'9.0'9.0'9.0'9.0'9.0'88.0'24.0'24.0'24.8'
100.6'39.0'48.2'16.0'25.0'114.3'
26.8'
SCALE: 1" = 20' -0"
_________________
A0.15
7
Sim
_________________
A0.16
8
Sim
_________________
A1.03
6
Sim6" S6" S6" S6" SBANK BRANCH BUILDING
2,895SF
SLM FIXTURE TYPICAL PROPERTY LINE EXISTING CURB
ADA PATH OF TRAVEL
PROPOSED
CURB
PROPOSED
SIDEWALK
EXISTING CURB
UTILITY EASMENT AND
UNDERGROUND
TELEPHONE
2' CONCRETE STEP
OUT STRIP
PROPOSED
WATER METER
PROPOSED FIRE
HYDRANT
PROPERTY LINEUTILITY
EASEMENT AND
UNDERGROUND
TELEPHONE
PARCEL
MERGER
COMPLETED
WAITING FOR
NEW NUMBER
PARCEL MERGER
COMPLETED WAITING FOR
NEW NUMBER
PROPOSED
CURB
EXISTING
CURB
PROPOSED
SIDEWALK
PROPOSED
CURB
PROPERTY LINE
EXISTING SEWER
LATERAL
EXISTING
SEWER
LATERAL
PROPOSED
CURB
EXISTING CURB
EXISTING SIDEWALK
MINOR MODIFICATION OF
FRONT SETBACK FROM
SECTION 94.06.01
2' CONCRETE STEP
OUT STRIP (TYP)MOBILE CANOPY
PROPOSED
CURB
EXISTING CURB
EXISTING SIDEWALK
TRASH ENCLOSURE
EV
SPACE
28.0'
114.3'28.0'16.0'39.0'25.0'22.6'9.0'9.0'118.12'24.0'18'17.8'19.0'24.0'25.0'25.0'25.0'25.0'28.0'15.0'
24.0'88.0'20.0'48.2'
28.0'
9.0'
26.8'
25.0'
24.8'19.0'
100.6'
26.0'19.0'11.8'
20.0'20.0'9.0'9.0'47.0'41.9'10.6'GENERAL NOTE:
RAISED MEDIAN AND 35 -FOOT RADIUS TO BE PROVIDED ON CONSTRUCTION PLANS.
84.8'
NO OBSTRUCTIONS OF ANY KIND PER
AIRPORT LAND USE COMMISION
35.85SF AREA 90°PROPERTY SETBACK
PROPERTY SETBACK
PROPERTY SETBACK
PROPERTY
SETBACK
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
INCOMPLETE DOCUMENTS
FOR INTERIM REVIEW
ONLY. NOT FOR
REGULATORY APPROVAL,
PERMIT, OR CONSTRUCTION.
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
8/21/2024 9:00:21 PM
100% DESIGN DEVELOPMENT
A0.11
174941
SITE PLAN -PALM
SPRINGS
ARCHITECT NAME
STATE REGISTRATION #
True
North
B 11/21/23 90% DESIGN DEVELOPMENT
C 12/20/23 100% DESIGN DEVELOPMENT
06/06/24 PRELIMINARY CITY REVIEW
Project
North
6.25'
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
CURRENT SUBMISSION:
SHEET NAME
100% DESIGN DEVELOPMENT
A0.11
174941
SITE PLAN -PALM
SPRINGS
B 11/21/23 90% DESIGN DEVELOPMENT
C 12/20/23 100% DESIGN DEVELOPMENT
06/06/24 PRELIMINARY CITY REVIEW
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
ADDRESS: E RAMON AND CALLE SANTA,
PALM SPRINGS, CA 92264
08/02/24 CITY COMMENTS UPDATE11.61'08/21/24 CITY COMMENTS UPDATE
5'-0"A0.15
4
2
1'-8"6" CONCRETE CURB
CONCRETE ISLAND R 2'-6"R 2'-
6
"
25'-0"8"CL10"
ITM
CL 1'-6"CL1'-2"
CANOPY OUTLINE
ABOVE
PROTECTION
BOLLARD TYP. 10'-0"CL9"1'-7"
9'-2"
9"
13'-11 1/2"
A2.14
1
A2.15
112'-6"CL1'-2"CLCL4'-10"CLCL4'-10"CL1'-2"0"6"EIFS TYPE TWO
BRAKE METAL TYPE FOUR
METAL CANOPY
BRAND SIGNAGE
8'-9 7/8"2'-8 1/8"
11'-6"
PROTECTION BOLLARD
TYP. ITM
EIFS TYPE TWO
BRAKE METAL TYPE FOUR
BRAND SIGNAGE
EIFS TYPE TWO
BRAKE METAL TYPE FOUR
EIFS TYPE TWO
EIFS TYPE TWO
PROTECTION BOLLARDS
TYP.
ITM 6"ITM
PROTECTION
BOLLARD TYP. 10'-4"3'-7 127/128"2'-7"2'-9"12'-0 3/16"6"2'-5 7/8"
BRAND SIGNAGE
EIFS TYPE TWO
BRAKE METAL TYPE FOUR
9'-0"
A0.158
4
2
ROOF
BRAKE METAL TYPE FOUR A2.14
1
A2.15
1
EIFS TYPE TWO
BRAKE METAL TYPE TWO
EIFS SOFFIT- YELLOW-
TO MATCH EIFS-2- REF
ELEVATIONS. PRICE
ALTERNATE FOR BRAKE
METAL.
1'-11"1'-7"5'-8"
9'-2"1'-8"HSS6X6X3/8
METAL CANOPY
FLUSH WITH CEILING LIGHTING
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
INCOMPLETE DOCUMENTS
FOR INTERIM REVIEW
ONLY. NOT FOR
REGULATORY APPROVAL,
PERMIT, OR CONSTRUCTION.
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
8/2/2024 12:55:55 PM
100% DESIGN DEVELOPMENT
A0.15
174941
DRIVE-THROUGH
CANOPY
ARCHITECT NAME
STATE REGISTRATION #
SCALE: 1/4" = 1'-0"3 ENLARGED PLAN AT DRIVE-UP CANOPY
SCALE: 1/4" = 1'-0"4DRIVE-UP - ELEVATION AT ITM
SCALE: 1/4" = 1'-0"8DRIVE-UP - ELEVATION AT EXIT
SCALE: 1/4" = 1'-0"6DRIVE-UP - ELEVATION AT ENTRY
SCALE: 1/4" = 1'-0"2DRIVE-UP - ELEVATION AT SIGNAGE
SCALE: 1/4" = 1'-0"7 ROOF PLAN AT DRIVE-UP CANOPY
SCALE: 1/4" = 1'-0"9 REFLECTED CEILING PLAN AT DRIVE-UP CANOPY
SCALE: 1PERSPECTIVE 1 AT DRIVE-UP
SCALE: 5PERSPECTIVE 2 AT DRIVE-UP
SCALE: 10PERSPECTIVE 3 AT DRIVE-UP
B 11/21/23 90% DESIGN DEVELOPMENT
C 12/20/23 100% DESIGN DEVELOPMENT
06/06/24 PRELIMINARY CITY REVIEW
PROJECT SIGNAGE HERE IS FOR REFERENCE ONLY. SEPARATE SIGN PERMIT WILL BE SUBMITTED ON A LATER DATE.
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
ADDRESS: E RAMON AND CALLE SANTA,
PALM SPRINGS, CA 92264
08/02/24 CITY COMMENTS UPDATE
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
INCOMPLETE DOCUMENTS
FOR INTERIM REVIEW
ONLY. NOT FOR
REGULATORY APPROVAL,
PERMIT, OR CONSTRUCTION.
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
8/2/2024 5:12:50 PM
100% DESIGN DEVELOPMENT
A2.02
174941
EXTERIOR
RENDERINGS
ARCHITECT NAME
STATE REGISTRATION #
C 12/20/23 100% DESIGN DEVELOPMENT
06/06/24 PRELIMINARY CITY REVIEW
NO SCALE SCALE: 1 PALM SPRINGS - RENDERING SOUTH
NO SCALE SCALE: 2 PALM SPRINGS - RENDERING EAST
NO SCALE SCALE: 3 PALM SPRINGS - RENDERING WEST
NO SCALE SCALE: 4 PALM SPRINGS - RENDERING NORTH
GENERAL NOTE: PROJECT SIGNAGE NOTED HERE IS FOR REFERENCE ONLY. SEPARATE SIGN PERMIT WILL BE SUBMITTED ON A LATER DATE.
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
ADDRESS: E RAMON AND CALLE SANTA,
PALM SPRINGS, CA 92264
08/02/24 CITY COMMENTS UPDATE
N.T.S.VICINITY MAPSUN COMMUNITY CREDIT UNION1068 BROADWAY AVEEL CENTRO, CA 92243PATRICK CAREYCLIENT/APPLICANTLANDSCAPE ARCHITECTDAVID NEAULT ASSOCIATES, INC.41877 ENTERPRISE CIRCLE NORTH #140TEMECULA, CA 92590PHONE: (951) 296-3430CONTACT: BRYAN LOVESHEET 1 OF 3LANDSCAPE MASTER PLANNOTES:1) PERMANENT AUTOMATIC IRRIGATION SYSTEMS SHALL BE INSTALLED ON ALL LANDSCAPED AREAS REQUIRING IRRIGATION. LOW WATER USE SYSTEMS SHALL BE IMPLEMENTED. IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT OVER SPRAY ONTO WALKWAYS, PARKING AREAS, BUILDINGS AND FENCES.2) ALL TREES SHALL BE MINIMUM DOUBLE-STAKED. WEAKER AND/ORSLOW-GROWING TREES SHALL BE TRIPLE-STAKED.3) ALL LANDSCAPE AREAS SHALL RECEIVE 2" DEPTH DECOMPOSED GRANITE 1/4" MINUS IN SIZE4) ALL UTILITIES, INCLUDING MECHANICAL, ELECTRICAL AND IRRIGATION EQUIPMENT SHALL BE SCREENED WITH APPROPRIATE PLANT MATERIAL5)NATIVE AND DROUGHT TOLERANT PLANTS WILL BE INCORPORATED WHEREVERPOSSIBLE.6)THE APPLICANT INSURES THAT MATURE PLANTINGS WILL NOT INTERFERE WITHUTILITIES, ADJACENT SITE, EXISTING STRUCTURES AND TRAFFIC SIGHT LINES.7)TREES AND SHRUBS SHALL BE PLACED A MINIMUM OF 5' AWAY FROM WATERMETER, GAS METER, OR SEWER LATERALS; A MINIMUM OF 10' AWAY FROMPOWER POLES; AND A MINIMUM OF 8' AWAY FROM FIRE HYDRANTS AND FIREDEPARTMENT SPRINKLER AND STANDPIPE CONNECTION.8)ALL PLANTERS ADJACENT TO PARKING STALLS SHALL RECEIVE A 12" CONCRETESTEP OUT, (IN ADDITION TO THE 6" WIDE CURB)9)CONCRETE MOW CURBS SHALL BE UTILIZED TO SEPARATE PLANTING AREAS.REDWOOD HEADERS WILL NOT BE USED.THE ALTUM GROUP44-600 VILLAGE COURT, SUITE 100PALM DESERT, CA 92260(760) 641-3065CONTACT: RICH MALACOFFCIVIL ENGINEER/PLANNERN O R T H020'Scale: 1"=20'40'80'HARDENBERGIA VIOLACEA LILAC VINEAGAVE SPECIESBOUGAINVILLEA SPECIESCALLIANDRA CALIFORNICACAESALPINIA PULCHERRIMADASYLIRION WHEELERIENCELIA FARINOSAHESPERALOE PARVIFLORALEUCOPHYLLUM FRUTESCENSMUHLENBERGIA "REGAL MIST"AGAVESALVIA LEUCANTHARUELLIA PENINSULARISBOUGAINVILLEABAJA FAIRY DUSTERRED BIRD OF PARADISERED YUCCADESERT SPOONBRITTLE BUSHTEXAS RANGERMEXICAN SAGEPINK MUHLY GRASSDESERT RUELLIALANTANA MONTEVIDENSISACACIA R. "DESERT CARPET"LANTANA M. "NEW GOLD"VERBENA RIGIDABAILEYA MULTIRADIATADECOMPOSED GRANITE - "BRIMSTONE" OR EQUAL - 1/4" MINUS - 2" DEEP LAYER IN ALL LANDSCAPE AREASTRAILING ACACIADESERT MARIGOLDSPREADING LANTANASPREADING LANTANASANDPIPER VERBENA1 GALLON1 GALLON1 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON1 GALLON5 GALLON5 GALLON15' O.C.CONCEPTUAL PLANT LEGENDBOTANICAL NAMECOMMON NAMEMIN. SIZESPACINGSHRUBS / ACCENTSGROUNDCOVERS12' O.C.8' O.C.6' O.C.12' O.C.6' O.C.6' O.C.8' O.C.8' O.C.4' O.C.6' O.C.8' O.C.VINESWATERUSEMODLOW36" O.C.36" O.C.36" O.C.36" O.C.24" O.C.LOWLOWMODLOWLOWLOWLOWLOWLOWLOWMODLOWLOWMODMODSTREET TREE - EAST RAMON ROADOENETHERA BERLANDIERIMEXICAN PRIMROSE1 GALLON36" O.C.YUCCA SPECIESYUCCA5 GALLON6' O.C.SYMBOLLOWLOWLANTANA SPECIESLANTANA5 GALLON6' O.C.LOW1 GALLON1 GALLONBOUGAINVILLEA SPECIESBOUGAINVILLEA5 GALLONMOD15' O.C.ALOE "BLUE ELF"BLUE ELF ALOE1 GALLON2' O.C.LOWCALLISTEMON 'LITTLE JOHN'DWARF BOTTLEBRUSH5 GALLON4' O.C.MODECHINOCACTUS GRUSONIIGOLDEN BARREL1 GALLON5' O.C.LOWFOUQUIERA SPLENDENSOCOTILLO5 GALLON15' O.C.LOWPENSTEMON SPECIESPENSTEMON1 GALLON6' O.C.LOWJUSTICIA CALIFORNICACHUPAROSA5 GALLON8' O.C.LOWTECOMA STANSYELLOW BELLS5 GALLON4' O.C.LOWAS SHOWNMODLAGERSTROEMIA INDICACRAPE MYRTLESCREEN AND LANDSCAPE TREESAS SHOWNPRUNUS CERASIFERA "KRAUTER VESUVIUS"PURPLE LEAF PLUMAS SHOWNLOWOLEA EUROPAEAOLIVE 'FRUITLESS'MODAS SHOWNMOD15 GALLONLAURUS NOBILIS BAY LAURELSMALL ACCENTS / COLUMNARSAS SHOWNPODOCARPUS HENKELIILONG-LEAVED YELLOWWOODAS SHOWNMODCUPRESSUS SEMPERVIRENS ITALIAN CYPRESSMOD15 GALLONBUDDLEIA MARRUBIFOLIAWOOLY BUTTERFLY BUSH5 GALLON8' O.C.LOWCONVOLVULUS MAURITANICUSGROUND MORNING GLORY24" O.C.MOD1 GALLONMYRTUS COMMUNISTRUE MYRTLE5 GALLON4' O.C.MODOLEA "LITTLE OLLIE"DWARF OLIVE5 GALLON4' O.C.MODMACFADYENA UNGUIS-CATICAT'S CLAW5 GALLON15' O.C.LOWILEX VOMITORIA "STOKES DWARF"DWARF YAUPON HOLLY5 GALLON4' O.C.MODLAVANDULA SPECIESLAVENDER24" O.C.MOD1 GALLON15 GALLONAS SHOWNMODCALLISTEMON CITRINUSLEMON BOTTLEBRUSH15 GALLONAS SHOWNMOD10' B.T.H.WASHINGTONIA FILIFERACALIFORNIA FAN PALMCERCIDIUM "DESERT MUSEUM"PALO VERDEAS SHOWNLOWPARKING LOT TREESGEIJERA PARVIFLORAAUSTRALIAN WILLOWAS SHOWNMOD24" BOX / 2" caliperCERCIDIUM "DESERT MUSEUM"PALO VERDEAS SHOWNAS SHOWNLOWLOWCHILOPSIS LINEARISDESERT WILLOWLOWAS SHOWNPROSOPIS CHILENSISTHORNLESS MESQUITELOWAS SHOWNOLNEYA TESOTADESERT IRONWOODRHUS LANCEAAFRICAN SUMACLOWAS SHOWNACACIA STENOPHYLLASHOESTRING ACACIALOWAS SHOWN(EVERGREEN)(DECIDUOUS)(EVERGREEN)(EVERGREEN)(EVERGREEN)(DECIDUOUS)(DECIDUOUS)(DECIDUOUS)(DECIDUOUS)(DECIDUOUS)(DECIDUOUS)(EVERGREEN)QUERCUS V. "HERITAGE"SOUTHERN LIVE OAKMODAS SHOWN(EVERGREEN)QUERCUS V. "HERITAGE"SOUTHERN LIVE OAKMODAS SHOWN(EVERGREEN)24" BOX / 2" caliper24" BOX / 2" caliper24" BOX - MULTI24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper100% EVERGREEN 100% EVERGREEN35% EVERGREEN / 65% DECIDUOUS04.17.25LANDSCAPE CONCEPT PLANS FOR:BANK BRANCH - PALM SPRINGSPALM SPRINGS, CALIFORNIALEVEL 5, LLCPROJECTSITEGENE AUTRY TRAIL (111)EAST RAMON ROADPALM SPRINGSAIRPORTEL CIELO ROADEAST RAMON ROADCALLE SANTA CRUZ
CALLE DE RICARDOPROPERTY LINEMOBILE BANKINGCANOPYTRASH ENCLOSUREVACANT LOT SIDEWALKSIDEWALKR.O.W.ROWBANK BRANCHBUILDINGPARKINGPROJECT SIGNAGEVACANT LOT BENCHPLANTED POTSMONUMENT TREE100% DECIDUOUSCLEAR VIEW FROM STREETRETENTION BASIN(BASIN TO INCLUDE JAGGED ROCKTO DETER PEOPLE FROM ENTERING)L-1LEVEL 5, LLC2326 WASHINGTON BLVD, 4TH FLOGDEN, UT 84401(886) 344-9108JASON PATTYDESIGN BUILDERTOTAL LANDSCAPE SQUARE FOOTAGE: 22,500 S.F.NO OBSTRUCTIONSWITHIN THIS AREA
PARKING SHADE REQUIREMENTSSHADE CALCULATIONS ARE BASED ON 21PARKING STALLS: 3,250 S.F.TREE LOCATIONSTOTAL SQUARE FOOTAGE OF SHADE FROMTREE'S - 2,100 S.F.TOTAL PERCENTAGE OF SHADE 65%DDDBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBR0L0L0L0L0L0L0L0L0L0L0L0LCCCCCCCCCCCCCCCCCC0L0L0LBRBRBRBRBRBRBRDCCCCCC0L0L0L0L0LCCCCmmmmmmmmmmmmmmmmmmAAmmmmmBRBRBRBRBRBRBRBRBRLLLLLLLLLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCLCCCCDD0L0L0L0L0LCCCC0L0L0L0L0L0L0LCCCCCCCCLLLLLLLLLDDDBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRmmmLLLLLLCCCCCCCCBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmmmmmmmmmmmmmmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmmmBRBRBRBRLLLLLmLLLLLLLLLCCCCCCCCBRBRBRBRBRBRBRBRBRmmmmmmmBRBRBRBRmmmmmmmmmm0L0L0L0LmDDDDDDDDDDDDmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmBRBRBRBRBRBRWWWWWWQQQQQQWWWWWWWWQQBRBRBRBRBRBRBRBRBRBRmmQQWSIZESHRUBSBOTANICAL NAMEQTY.COMMON NAMESYMTREESPLANT LEGENDGROUNDCOVERDAGAVE BRACTEOSASPIDER AGAVE5 GALLONSOUTHERN LIVE OAKQUERCUS VIRGINIANA 'HERITAGE'24" BOXQHESPERALOE PARVIFLORARED YUCCA5 GALLONA15 GALLONCALIFORNIA FAN PALMWASHINGTONIA FILIFERA10' B.T.H.WDASYLIRION WHEELERIDESERT SPOONL0LmPALO VERDECERCIDIUM "DESERT MUSEUM"124" BOXCAESALPINIA PULCHERRIMARED BIRD OF PARADISE5 GALLONBOUGAINVILLEA "ROSENKA"5 GALLONBOUGAINVILLEABRCCVINESLANTANA MONTEVIDENSISLANTANA5 GALLONLEUCOPHYLLUM LANGMANIAECINNAMON SAGE5 GALLON5 GALLONOLEA "LITTLE OLLIE"DWARF OLIVEAGAVE DESMETTIANAAGAVE15 GALLONMUHLENBERGIA "REGAL MIST"PINK MUHLY GRASS5 GALLONBOUGAINVILLEA "LA JOLLA"BOUGAINVILLEA15 GALLONROCK COBBLE: - 3" - 6" DIAM. "BAJA LA CRESTA" (OR EQUAL) AVAIL: SOUTHWESTBOULDER - 760-342-552210154602183432113645150176365/8" SCREENED - 3" DEPTH DECOMPOSED GRANITE: 'PALOMINO CORAL' BY SOUTHWEST BOULDER (OREQUAL) IN ALL PLANTER AREAS CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERINGBOULDERS: 1'-4' DIAMETER "BAJA LA CRESTA" BY SOUTHWEST BOULDER (OR EQUAL)CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERINGAFRICAN SUMACRHUS LANCEA24" BOX9SHEET 2 OF 3ELEVATION, SHADE CALCS, AND PLANTING PLANSHADE CALCULATIONS04.17.25LANDSCAPE CONCEPT PLANS FOR:BANK BRANCH - PALM SPRINGSPALM SPRINGS, CALIFORNIALEVEL 5, LLCN O R T H020'Scale: 1"=20'40'80'EAST RAMON ROADCALLE DE RICARDOL-2NO OBSTRUCTIONSWITHIN THIS AREATHIS PROJECT SHALL BE FED OFF OF A DOMESTIC IRRIGATION WATERMETER.ALL SHRUBS SHALL BE IRRIGATED WITH POINT SOURCE DRIPIRRIGATION.ALL TREES SHALL BE IRRIGATED WITH BUBBLERS.A SOILS REPORT SHALL BE PROVIDED TO LANDSCAPE ARCHITECTONCE SITE IS ROUGH GRADED.IRRIGATION STATEMENT
PLANT MATERIAL IMAGESGEIJERA PARVIFLORA (AUSTRALIAN WILLOW)ACACIA STENOPHYLLA (SHOESTRING ACACIA)CERCIDIUM "DESERT MUSEUM" (PALO VERDE)PROSOPIS CHILENSIS (THORNLESS MESQUITE)OLNEYA TESOTA (DESERT IRONWOOD)QUERCUS V. "HERITAGE" (SOUTHERN LIVE OAK)WASHINGTONIA FILIFERA (CALIFORNIA FAN PALM)TREES / PALMSRUELLIA PENINSULARIS (DESERT RUELLIA)SHRUBS / SUCCULENTSAGAVE AMERICANA (CENTURY PLANT)DASYLIRION WHEELERI (DESERT SPOON)ALOE "BLUE ELF" (BLUE ELF ALOE)BOUGAINVILLEA "TORCH GLOW" (TORCH GLOW BOUGAINVILLEA)CAESALPINIA PULCHERRIMA (RED BIRD OF PARADISE)CALLISTEMON 'LITTLE JOHN' (DWARF BOTTLEBRUSH)HESPERALOE PARVIFLORA (RED YUCCA)FOUQUIERA SPLENDENS (OCOTILLO)OLEA E. "LITTLE OLLIE" (DWARF OLIVE)LEUCOPHYLLUM FRUTESCENS (TEXAS RANGER)VINESBOUGAINVILLEA SPECIES (BOUGAINVILLEA)LONICERA JAPONICA "HALLIANA" (HALL'S HONEYSUCKLE)MACFADYENA UNGUIS-CATI (CAT'S CLAW)GROUNDCOVERSLANTANA 'NEW GOLD' (LANTANA)LANTANA MONTEVIDENSIS (LANTANA)ACACIA "DESERT CARPET" (TRAILING ACACIA)OENETHERA BERLANDIERI (MEXICAN PRIMROSE)DECOMPOSED GRANITE - "BRIMSTONE" OR EQUALSHEET 3 OF 3TREE STAKING DETAIL3" DIA X 10' LONGTREE STAKES W/CINCH TIESROOT BALLINSTALL STAKE12" BELOW TREEPITNOTE: (3) STAKES SHALL BEREQUIRED FOR WEAKERTREES OR TREES WITHINWINDY AREAS04.17.25LANDSCAPE CONCEPT PLANS FOR:BANK BRANCH - PALM SPRINGSPALM SPRINGS, CALIFORNIALEVEL 5, LLCL-3
ATTACHMENT 8
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A0.12E
174941
PALM SPRINGS SITE
LIGHTING
RYAN HORNE
STATE REGISTRATION # C-38357
- 11/06/24 ISSUED FOR CONSTRUCTION
1
LUMENS BY WAC LIGHTING
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A0.13E
174941
PALM SPRINGS SITE
LIGHTING ANALYSIS
RYAN HORNE
STATE REGISTRATION # C-38357
Project
North
True
North
- 11/06/24 ISSUED FOR CONSTRUCTION
1
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
ATTACHMENT 9
CIVIL:
ON-SITE SET
SHEET 1 TITLE SHEET
SHEET 2 GRADING SHEET
SHEET 3 GRADING SHEET
SHEET 4 HORIZONTAL CONTROL PLAN
SHEET 5 DETAIL SHEET
OFF-SITE SET
SHEET 1 TITLE SHEET
SHEET 2 RAMON RD-PLAN AND PROFILE
SHEET 3 RAMON RD-PLAN AND PROFILE
SHEET 4 CALLE SANTA CRUZ-PLAN AND PROFILE
SHEET 5 CALLE DE RICARDO-PLAN AND PROFILE
SHEET 6 DETAIL SHEET
SHEET 7 RAMON RD -STREET SECTIONS
SHEET 8 CALLE SANTA CRUZ -STREET SECTIONS
SHEET 9 CALLE DE RICARDO -STREET SECTIONS
LANDSCAPE:
L0.1 TITLE SHEET
L1.1 CONSTRUCTION PLAN
L1.2 CONSTRUCTION DETAILS
L1.3 CONSTRUCTION SPECS
L1.4 CONSTRUCTION SPECS
L2.1 IRRIGATION PLAN
L2.2 IRRIGATION DETAILS
L2.3 IRRIGATION DETAILS
L2.4 IRRIGATION SPECS
L2.5 IRRIGATION SPECS
L3.1 PLANTING PLAN
L3.2 PLANTING DETAILS
L3.3 PLANTING SPECS
ARCHITECTURE:
A0.00B COVER SHEET -PALM SPRINGS
A0.01 CODE ANALYSIS AND LIFE SAFETY
A0.02 GREEN SHEETS
A0.03A SPECIFICATIONS
A0.03B SPECIFICATIONS
A0.03C SPECIFICATIONS
A0.03D SPECIFICATIONS
A0.03E SPECIFICATIONS
A0.03F SPECIFICATIONS
A0.03G SPECIFICATIONS
A0.03H SPECIFICATIONS
A0.07 PARTITION TYPES AND DETAILS
A0.08 GENERAL STANDARDS AND MOUNTING HEIGTHS
A0.09 ADA STANDARDS
A0.11 SITE PLAN -PALM SPRINGS
A0.11E SITE PLAN -PALM SPRINGS SITE LIGHTING PLAN
A0.12E PALM SPRINGS SITE LIGHTING
A0.13E PALM SPRINGS SITE LIGHTING ANALYSIS
A0.14 MATERIAL BOARD
A0.15 DRIVE -THROUGH CANOPY
A0.16 DUMPSTER ENCLOSURE
A1.00 CONSTRUCTION PLAN
A1.01 EDGE OF SLAB PLAN
A1.02 REFLECTED CEILING PLAN
A1.03 ROOF PLAN
A1.04 FURNITURE PLAN
A1.05 FINISH PLAN
A1.06 POWER AND COMMUNICATION PLAN
A2.00 EXTERIOR ELEVATIONS
A2.01 EXTERIOR ELEVATIONS
A2.02 EXTERIOR RENDERINGS
A2.02 EXTERIOR RENDERINGS
A2.03 BUILDING SECTIONS
A2.04 EAST -WEST WALL SECTIONS
A2.05 EAST -WEST WALL SECTIONS
A2.06 NORTH -SOUTH WALL SECTIONS
A2.07 NORTH -SOUTH WALL SECTIONS
A2.11 EXTERIOR ELEVATIONS PALM SPRINGS
A2.13 SECTIONS DESIGN PALM SPRINGS
A3.00 SECTION DETAILS
A3.01 SECTION DETAILS
A3.02 SECTION DETAILS
A3.10 PLAN DETAILS
A4.00 INTERIOR ELEVATIONS
A4.01 INTERIOR ELEVATIONS
A4.03 INTERIOR DESIGN ELEVATIONS
A4.06 MILLWORK SECTIONS AND DETAILS
A4.07 MILLWORK SECTIONS AND DETAILS
A4.08 MILLWORK SECTIONS AND DETAILS
A4.10 DOOR SCHEDULE & DOOR TYPE DETAILS
A4.12 SCHEDULES
STRUCTURAL:
S0.01 GENERAL NOTES
S0.02 GENERAL NOTES
S0.03 GENERAL NOTES
S0.04 TYPICAL DETAILS
S0.05 TYPICAL DETAILS
S1.01 FOUNDATION AND SLAB ON GREADE PLAN
S1.02 BASE PLATE PLAN
S1.03 LOW AND HIGH ROOF FRAMING PLANS
S2.01 STRUCTURAL ELEVATIONS AND BUILDING SECTIONS
S3.01 FOUNDATION SECTIONS AND DETAILS
S3.02 STEEL SECTIONS AND DETAILS
S3.03 STEEL SECTIONS AND DETAILS
S3.04 DUMPSTER ENCLOSURE PLANS AND SECTIONS
S3.05 DRIVE THROUGH CANOPY FRAMING PLAN AND SECTIONS
S3.06 STEEL CONNECTIONS AND DETAILS
S3.07 STEEL CONNECTIONS AND DETAILS
PLUMBING:
P0.00 PLUMBING LEGEND, SCHEDULES & SPECIFICATIONS
P1.00 PLUMBING WAST & VENT PLAN
P1.01 PLUMBING DOMESTIC COLD & HOT WATER PLAN
MECHANICAL:
M0.00 MECHANICAL LEGEND, SCHEDULE, & SPECIFICATIONS
M0.01 TITLE 24 COMPLIANCE FORMS
M1.00 MECHANICAL FLOOR PLAN
M1.01 MECHANICAL FLOOR PLAN
ELECTRICAL:
E0.00 ELECTRICAL ABREVIATIONS AND GENERAL NOTES
E0.01 ELECTRICAL LEGEND
E0.02 ELECTRICAL RISER DIAGRAM AND PANEL SCHEDULE
E0.03 ELECTRICAL TITLE 24 COMPLIANCE FORMS
E0.04 FAULT CURRENT CALCULATIONS
E0.11 ELECTRICAL SITE PLAN -PALM SPRINGS
E1.00 ELECTRICAL LIGHTING PLAN
E1.10 ELECTRICAL POWER PLAN
E1.20 ELECTRICAL ROOF PLAN
SHEET INDEX
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
PERMIT COMMENTS
A0.00B
174941
COVER SHEET -PALM
SPRINGS
RYAN HORNE
STATE REGISTRATION # C-38357
SUN COMMUNITY
FEDERAL CREDIT UNION
ADDRESS: E RAMON ROAD AND CALLE SANTA,
PALM SPRINGS, CA 92264
APNS#680-072-013, 014,019,020,021,022
PROJECT DIRECTORY
CLIENT / APPLICANT
SUN COMMUNITY FEDERAL CREDIT UNION
1086 BROADWAY AVENUE
EL CENTRO, CA 92243
PHONE: (760) 323-8253
www.suncommunity.com
Contact: Patrick Carey
DESIGN BUILDER
LEVEL5, LLC
2018 POWERS FERRY RD SE, SUITE 750
ATLANTA, GA 30339
PHONE: (404) 761-0008
www.level5.com
Contact: Jason Patty
ARCHITECT
DANIEL -MCGONIGLE ARCHITECTS CO
3500 LENOX RD NE, SUITE 250
ATLANTA, GA 30326
PHONE: (470) 305-9175
Contact: Josef Fischer
CIVIL ENGINEERING AND PLANNING
THE ALTUM GROUP
44-600 VILLAGE COURT, SUITE 100
PALM DESERT, CA 92260
PHONE: (760) 346-4750
www.thealtumgroup.com
Contact: Rich Malacoff, AICP, Planner
James Bazura, RE, Engineer
STRUCTURAL & MEP
MORRISON HERSHFIELD
1455 LINCOLN PKWY E #500
ATLANTA, GA 30346
PHONE: (678) 575-0055
www.morrisonhershfield.com
Contact: Chris Horner
PROJECT DESCRIPTION
PROJECT #: 174941 PERMIT #:
Building Code:
Mechanical Code:
Plumbing Code:
Electric Code:
Fire Code:
Energy Code:
Local Code:
Other Code(s):
2022 CALIFORNIA BUILDING CODE
2022 California Mechanical Code
2022 California Plumbing Code
2022 California Electrical Code
2022 California Fire Code
California Energy Code, no amendments
California Green Building Standards Code, no amendments
City of Palm Springs amendments
PRIMARY BUILDING OCCUPANCY:
SECONDARY BUILDING OCCUPANCIES:
OCCUPANCY
MIXED-USE SEPARATION:ACCESSORY OCCUPANCIES
NON-SEPARATED OCCUPANCIES
SEPARATED OCCUPANCIES (SEE TABLE)
**SPECIAL PROVISIONS
** SPECIAL PROVISIONS COMMENTARY
NOT REQUIRED
NOT REQUIRED-
SEPARATION REQUIREMENTS PER IBC TABLE 508.4
B
S-2
S-2
B S-2
YES
NO
NO
**
B **
CBC 2022 508.2.3 ...AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE
FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED...
APPLICABLE CODES
OCCUPANCY CLASSIFICATION
NEW BUILDING CONSTRUCTION TYPE:
PRIMARY STRUCTURAL FRAME
BEARING WALLS
EXTERIOR
INTERIOR
NONBEARING WALLS AND PARTITIONS - EXTERIOR
NONBEARING WALLS AND PARTITIONS - INTERIOR
FLOOR CONSTRUCTION AND SECONDARY MEMBERS
ROOF CONSTRUCTION AND SECONDARY MEMBERSFire Resistance RatingRequirements (Table 601)FIRE SEPARATION
DISTANCE ACTUAL
Fire Resistance RatingRequirements (Table 705.5)RATING
A.
B.
C.
D.
E.
F.
G.
H.
FIRE SEPARATION
DISTANCE ALLOWABLE
TYPE II-B (NON-SPRIKLERED)
TYPE II-BBUILDING NAME
0 HR
0 HR
0 HR
0 HR
0 HR (TABLE 602)
0 HR
0 HR
0 HR
SOUTH WALL
SOUTH EAST WALL
SOUTH WEST WALL
NORTH WEST WALL
NORTH WALL
EAST WALL
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
0"
0"
0 HR
0 HR
0 HR
0 HR
0 HR
0 HR
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
0"
0"
TYPE OF CONSTRUCTION
ALLOWABLE BUILDING HEIGHT:75' / 3 STORIES
75'HEIGHT ABOVE GRADE (TABLE 504.3):
3NUMBER OF STORIES ABOVE GRADE (TABLE 504.4):
NONEEXCEPTIONS TAKEN:
ALLOWABLE AREA (506.2.1 -506.2.4 -506.3):92,000 SF
GROUND LEVEL
B, TYPE II-B, S1 = 92,000 SF
AREA FACTOR "At" (TABLE 506.2):
ALLOWABLE AND PROPOSED BUILDING HEIGHT
AND AREA CALCULATIONS
THIS PROJECT IS A ONE STORY BANK BUILDING CONSTRUCTED WITH STEEL
BEAMS AND CONCRETE SLABS. THE BUILDING IS NON-SPRINKLERED. THIS
PROJECT CONTAINS AN INTERIOR BUILD-OUT INCLUDING FULL HVAC, POWER,
AND COMMUNICATIONS, LIGHTING, MILLWORK, AND FINISHES.
THE BUILDING CONTAINS A BANK BRANCH WITH OFFICE SPACES, MEETING
ROOMS, AND BREAK ROOM. THE PARKING AREA CONTAINS A CANOPY FOR
DRIVE-THRU ITM'S. SIGNAGE PERMIT WILL BE APPLIED FOR SEPARATELY.
True
North
VICINITY MAP LOCATION MAP
ADDITIONAL CODE CLARIFICATIONS
CPC 2022 SECTION 415.2:
DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30
OR LESS.
CPC 2022 SECTION 422.2 EXCEPTION (3):
IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF
50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY,
DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE
PERMITTED FOR USE BY BOTH SEXES.
CPC 2022 2406.4:
SAFETY GLAZING IN REQUIRED WHEN WITHIN 18" OF A WALKING SURFACE,
GLAZING IN DOORS, AND WINDOWS ADJACENT TO DOORS.
CODE-IBC/CPC PLUMBING FIXTURES
REQUIRED [TABLE 422.1]
1
1
1
WATERCLOSET
LAVATORY
SERVICE SINK
PROVIDED -LOW FLOW RATE
1
2
1
WATERCLOSET
LAVATORY
SERVICE SINK (JANITORS)
LANDSCAPE
DAVID NEAULT ASSOCIATES INC.
41877 ENTERPRISE CIRCLE NORTH, SUITE 140
TEMECULA, CA 92590
PHONE: (951) 296-3430 ext. 210
www.dnassociates.com
Contact: Bryan Love
UTILITIES:
POWER:SOUTHERN CALIFORNIA EDISON, PHONE (760) 339 -9232
GAS: SOUTHERN CALIFORNIA GAS COMPANY, PHONE (909) 335 -7507
CABLE: SPECTRUM CABLEVISION, PHONE (760) 346 -3714
TELEPHONE:FRONTIER COMMUNICATIONS, PHONE (760) 864 -1726
WATER:DESERT WATER AGENCY, PHONE (760) 323 -4971
SEWER: PALM SRINGS SEWER SERVICE, PHONE (760) 323 -8253
QR LOCATION CODE
PROJECT INFORMATION:
ADDRESS: E RAMON ROAD AND CALLE SANTA,
PALM SPRINGS, CA 92264 APNS#680-072-013,
014,019,020,021,022 -LOT MERGER HAS BEEN
COMPLETED AND WE ARE AWAITING FOR
RIVERSIDE COUNTRY TO ASSIGN A NEW APN
NUMBER
SITE AREA:
1.08 ACRESS (47,254 SF)
BUILDING AREA:
BUILDING LOT COVERAGE: 2,895 SF (6.1%)
LANDSCAPE COVERAGE: 22,500 SF (47.6%)
PARKING SUMMARY:
TOTAL PARKING STALLS 19 PROVIDED
ADA STALLS 2 PROVIDED
EV STALLS 1 PROVIDED
TOTAL REQUIRED 18 STALLS*
__________________________________________
SUMMARY 1 EXTRA STALLS
*BASED ON 1 STALL PER 200 SF
PROPOSED BUILDING HEIGHT: 21' -1" / 1 STORY
PROPOSED AREA: 2,895 SF, OF WHICH 145 SF
ACCESSORY OCCUPANCY S-2
>
>
>
>
>
>
1
1
1
1
1
1 1
1
1
1
- 11/06/24 ISSUED FOR CONSTRUCTION
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
1
1
1
1
1
1
1
1
2
2
ARCHITECTURE:
A0.00B COVER SHEET -PALM SPRINGS
A0.11 SITE PLAN -PALM SPRINGS
A0.11E SITE PLAN -PALM SPRINGS SITE LIGHTING PLAN
A0.12E PALM SPRINGS SITE LIGHTING
A0.14 MATERIAL BOARD
A0.15 DRIVE -THROUGH CANOPY
A1.00 CONSTRUCTION PLAN
A1.03 ROOF PLAN
A2.02 EXTERIOR RENDERINGS
A2.11 EXTERIOR ELEVATIONS PALM SPRINGS
A2.13 SECTIONS DESIGN PALM SPRINGS
A2.14 SIGNAGE PROGRAM PALM SPRINGS
CIVIL:
GP -1 GRADING PLAN
SP -1 SITE PLAN
UT -1 UTILITY PLAN
LANDSCAPE:
L -1 LANDSCAPE MASTER PLAN
L -2 ELEVATIONS, SHADE CALCS, AND PLANTING PLAN
L -3 PLANT MATERIAL IMAGES
SHEET 3 GRADING SHEET
SHEET 4 HORIZONTAL CONTROL PLAN
SHEET 5 DETAIL SHEET
OFF-SITE SET
SHEET 1 TITLE SHEET
SHEET 2 RAMON RD-PLAN AND PROFILE
A0.14 MATERIAL BOARD
A0.15 DRIVE -THROUGH CANOPY
A1.00 CONSTRUCTION PLAN
A1.03 ROOF PLAN
A2.02 EXTERIOR RENDERINGS
A2.11 EXTERIOR ELEVATIONS PALM SPRINGS
A2.13 SECTIONS DESIGN PALM SPRINGS
A2.14 SIGNAGE PROGRAM PALM SPRINGS
A0.13E PALM SPRINGS SITE LIGHTING ANALYSIS
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
RAMON ROAD
CL
CALLE DE RICARDO
CLCLCALLE SANTA CRUZN00°01'28"W118.12'N89°33'51"W
279.85'N00°02'39"W158.01'APN
680-072-012
VACANT
APN
680-072-006
VACANT
APN
680-071-003
APN
680-073-012
APN
680-072-022
APN
680-072-019
APN
680-072-020
N89°35'18"W
280.22'
APN
680-072-021
84.8'47.0'19.0'
TYP
19.0'
TYP
26.0'25.0'25.0'
15.0'25.0'25.0'11.8'22.6'20.0'19.0'24.0'25.0'18.0'17.8'20.0'20.0'41.9'8.1'28.0'28.0'28.0'28.0'9.0'9.0'9.0'9.0'9.0'88.0'24.0'24.0'24.8'
100.6'39.0'48.2'16.0'25.0'114.3'
26.8'
SCALE: 1" = 20' -0"
_________________
A0.15
6
Sim
_________________
A0.16
8
Sim
_________________
A1.03
6
Sim6" S6" S6" S6" SBANK BRANCH BUILDING
2,895SF
SLM FIXTURE TYPICAL PROPERTY LINE EXISTING CURB
ADA PATH OF TRAVEL
PROPOSED
CURB
PROPOSED
SIDEWALK
EXISTING CURB
UTILITY EASMENT AND
UNDERGROUND
TELEPHONE
2' CONCRETE STEP
OUT STRIP
PROPOSED
WATER METER
PROPOSED FIRE
HYDRANT
PROPERTY LINEUTILITY
EASEMENT AND
UNDERGROUND
TELEPHONE
PARCEL
MERGER
COMPLETED
WAITING FOR
NEW NUMBER
PARCEL MERGER
COMPLETED WAITING FOR
NEW NUMBER
PROPOSED
CURB
EXISTING
CURB
PROPOSED
SIDEWALK
PROPOSED
CURB
PROPERTY LINE
EXISTING SEWER
LATERAL
EXISTING
SEWER
LATERAL
PROPOSED
CURB
EXISTING CURB
EXISTING SIDEWALK
MINOR MODIFICATION OF
FRONT SETBACK FROM
SECTION 94.06.01
2' CONCRETE STEP
OUT STRIP (TYP)
MOBILE CANOPY
PROPOSED
CURB
EXISTING CURB
EXISTING SIDEWALK
TRASH ENCLOSURE
EV
SPACE
28.0'
114.3'28.0'16.0'39.0'25.0'22.6'9.0'9.0'118.12'24.0'18'17.8'19.0'24.0'25.0'25.0'25.0'25.0'28.0'15.0'
24.0'88.0'20.0'48.2'
28.0'
9.0'
26.8'
25.0'
24.8'19.0'
100.6'
26.0'19.0'11.8'
20.0'20.0'9.0'9.0'47.0'41.9'10.6'GENERAL NOTE:
RAISED MEDIAN AND 35 -FOOT RADIUS TO BE PROVIDED ON CONSTRUCTION PLANS.
84.8'
NO OBSTRUCTIONS OF ANY KIND PER
AIRPORT LAND USE COMMISION
35.85SF AREA 90°PROPERTY SETBACK
PROPERTY SETBACK
PROPERTY SETBACK
PROPERTY
SETBACK
ADA MIN.
4'-0" CLR.
VAN
CURB RAMPADA PATH OF TRAVELCURB RAMP
CURB RAMP
CURB RAMP
ANSI A117.1 / ADAAG / CBC 11B-206, 208, 208, 250, 403, 406, 502
1. ADA ACCESSIBLE ROUTE-5% MAX. RUNNING SLOPE, 2% MAS. CROSS SLOPE
2. CBC COMPLIANT CURB RAMPS WITH DETECTABLE WARNING WHERE THE ACCESSIBLE ROUTE CROSSES OR ADJOINS THE VEHICULAR PATH OF TRAVEL
3. COMPLIANT COUNT, CONFIGURATION, AND ACCESSIBLE PATHWAY CONNECTED ACCESSIBLE AND VAN ACCESSIBLE PARKING SPACES
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
PERMIT COMMENTS
A0.11
174941
SITE PLAN -PALM
SPRINGS
RYAN HORNE
STATE REGISTRATION # C-38357
True
North
Project
North
1
1
- 11/06/24 ISSUED FOR CONSTRUCTION
1 05/23/25 PERMIT COMMENTS06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
RAMON ROAD
CL
CALLE DE RICARDO
CLCLCALLE SANTA CRUZN00°01'28"W118.12'N89°33'51"W
279.85'N00°02'39"W158.01'APN
680-072-012
VACANT
APN
680-072-006
VACANT
APN
680-071-003
APN
680-073-012
APN
680-072-022
APN
680-072-019
APN
680-072-020
N89°35'18"W
280.22'
APN
680-072-021
84.8'47.0'19.0'
TYP
19.0'
TYP
26.0'25.0'25.0'
15.0'25.0'25.0'11.8'22.6'20.0'19.0'24.0'25.0'18.0'17.8'20.0'20.0'41.9'8.1'28.0'28.0'28.0'28.0'9.0'9.0'9.0'9.0'9.0'88.0'24.0'24.0'24.8'
100.6'39.0'48.2'16.0'25.0'114.3'
26.8'
SCALE: 1" = 20' -0"
_________________
A0.15
6
Sim
_________________
A0.16
8
Sim
_________________
A1.03
6
Sim
SLIM LIGHT POLE FIXTURE TYP. CLY6 FIXTURE TYP.
25'-0"25'-0"4'-0"12'-0"15'-0"22'-0"15'-0"10'-0"10'-0"
5'-0"
EQEQ10'-0"REINFORCED CONCRETE BASE
REFER TO ENGINEERING SET
FOR DETAILS 5'-0"TYP.
2"
SEE LANDSCAPE MATERIAL
PLAN FOR FINISH GRADE
3/4" CHAMFER MOUNTING HEIGHT 18'-0"LIGHT FIXTURE
TYPE SLM MOUNTED
LIGHT POLE SEE KEY PLAN
FOR LOCATIONS, SEE LIGHTING
DRAWINGS FOR QUANTATIES
AND OFFSETS
STEEL PLATE ANCHOR
AND CAP PER MFR.
EQ EQ
ELECTRICAL PVC CONDUIT HEIGHT FROM GRADE18'-2 1/2"SLM LIGHT POLE FIXTURE (9)
LUMENS WAC LIGHTING (17)
SCALE: 1" = 20'-0"1 SITE LIGHTING LAYOUT
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A0.11E
174941
SITE PLAN -PALM
SPRINGS SITE
LIGHTING PLAN
RYAN HORNE
STATE REGISTRATION # C-38357
True
North
SCALE: 1/2" = 1'-0"2 SLM LIGHT POLE FIXTURE
SCALE: 1/8" = 1'-0"
LIGHTING LEGEND
Project
North
- 11/06/24 ISSUED FOR CONSTRUCTION
11
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A0.12E
174941
PALM SPRINGS SITE
LIGHTING
RYAN HORNE
STATE REGISTRATION # C-38357
- 11/06/24 ISSUED FOR CONSTRUCTION
1
LUMENS BY WAC LIGHTING
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A0.13E
174941
PALM SPRINGS SITE
LIGHTING ANALYSIS
RYAN HORNE
STATE REGISTRATION # C-38357
Project
North
True
North
- 11/06/24 ISSUED FOR CONSTRUCTION
1
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A0.14
174941
MATERIAL BOARD
RYAN HORNE
STATE REGISTRATION # C-38357
SCALE: 6" = 1'-0"1 EIFS - 1
SCALE: 6" = 1'-0"2 EIFS - 2
EXTERIOR MATERIAL SCHEDULE
MARK EXTERIOR FINISH MANUFACTURER COLOR
05 METALS
B-1 BRAKE METAL TYPE ONE DRIP EDGE- ANCHOR-TITE- 6" FACE HEIGHT BRONZE- TBD
B-2 ANCHOR-TITE FRIP EDGE 7 1/2" HIGH FACE DRIP EDGE- ANCHOR-TITE- 7-1/2" FACE
HEIGHT
BLUE - INTERSTATE (REGAL) BLUE-
TBD
B-3 BRAKE METAL TYPE THREE YELLOW (PANTONE 124C, CMYK 0 29
100 1)
B-4 BRAKE METAL TYPE FOUR GRAY - TBD
MC-1 METAL COPING TYPE ONE METAL-ERA PERMA-TITE COPING- TAPERED BRONZE- TBD
MS-1 WOOD LOOK PRIVACY SCREEN OUTDOOR PRIVACY SCREENS & ENCLOSURES
(MATCH LONGBOARD PRODUCTS - 6" SMOOTH
PLANK)
DARK / LIGHT FIR
MTL-1 METAL CANOPY
07 THERMAL AND MOISTURE PROTECTION
EIFS-1 EIFS TYPE ONE DRYVIT BLUE (PANTONE 2955C. CMYK 100 52
0 58)
EIFS-2 EIFS TYPE TWO DRYVIT- PRICE ALTERNATE FOR BRAKE
METAL AT ACCENT BROWS
YELLOW (PANTONE 124C, CMYK 0 29
100 1)
EIFS-3 EIFS TYPE THREE DRYVIT TAUPE TBD
EIFS-4 EIFS TYPE FOUR DRYVIT MATCH BRONZE- TBD
W-1 WOOD LOOK RAINSCREEN LONGBOARD PRODUCTS - 6" SMOOTH PLANK DARK / LIGHT FIR
08 OPENINGS
AL1 STOREFRONT FINISH- ALUMINUM COLOR 1- DARK
BRONZE- FINISH TBD
KAWNEER FINISH TBD
GL1 INSULATING TEMPERED VISION GLAZING TINTED - 1" CONTRACTOR TO PROVIDE SAMPLES FROM
MANUFACTURER'S STANDARD OPTIONS FOR
APPROVAL.
GL2 INSULATING TEMPERED VISION GLAZING TINTED - 1"
WITH VINYL FILM APPLIED TO INTERIOR
CONTRACTOR TO PROVIDE SAMPLES FROM
MANUFACTURER'S STANDARD OPTIONS FOR
APPROVAL. FILM TO BE DECORATIVEFILMS-
SOLYX
SCALE: 6" = 1'-0"3 EIFS - 3
SCALE: 6" = 1'-0"4 EIFS - 4
SCALE: 6" = 1'-0"5 W-1
SCALE: 6" = 1'-0"6 GL1
SCALE: 6" = 1'-0"7 AL1
SCALE: 6" = 1'-0"8 ST - 1
- 11/06/24 ISSUED FOR CONSTRUCTION
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
5'-0"1'-8"6" CONCRETE CURB
CONCRETE ISLAND R 2'-6"R 2'-6"
25'-0"8"CL9"
ITM
CL 1'-6"CL1'-2"
CANOPY OUTLINE
ABOVE
PROTECTION
BOLLARD TYP. 10'-0"CL6"1'-8"
9'-2"
12"
14'-0" CANOPY ABV.
2
A0.15
_________________
CLCL
EQ EQ
2"2"
ITM DIMENSIONS
REF
1/2"1/2"
3" REVEAL
1 1 /2" REVEAL
1 1/2" REVEAL
3" REVEAL
9'-1" FACE
9'-1" FACE 43.193°45°45°2'-3 3/4"1'-8 1/2"
EIFS CLADDING OVER
CEMENTITIOUS PANEL ON
GALV. COLD-FORMED METAL FRAMING
1 1/2" TUBULAR STEEL FRAME ASSEMBLY
CLAD W/ 1X2 WOOD SLATS W/ 1/2" SPACING
OVER CEMENTITIOUS PANEL
1X2 WOOD SLATS W/ 1/2" SPACING ON
CEMENTITIOUS PANEL OVER GALV.
COLD-FORMED METAL FRAMING
CONT. SEALANT JTCLCL5'-9"CLCL5'-9"CL6"EIFS TYPE TWO
METAL CANOPY
BRAND SIGNAGE
11'-6"
1' X 2" WOOD W/ 1/2" SPACING
OVER CEMENTITIOUS PANEL
ON GALV. COLD-FORMED
METAL FRAMING
CL4'-6"4'-3 7/8"
PROTECTION BOLLARD, TYP. ITM
EIFS TYPE TWO
BRAND SIGNAGE
EIFS TYPE TWOEIFS TYPE TWO
EIFS TYPE TWO
PROTECTION BOLLARDS
TYP.
ITM 4"ITM
PROTECTION
BOLLARD TYP.
3'-8".2'-7"2'-9"
BRAND SIGNAGE
<varies>
11'-6"
ANCHOR-TITE FRIP EDGE
7 1/2" HEIGTH FACE
1' X 2" WOOD W/ 1/2" SPACING
OVER CEMENTITIOUS PANEL
ON GALV. COLD-FORMED
METAL FRAMING
CL EQEQ
3"8'-6"2
A0.15
_________________
CAR BELOW
ROOF MEMBRANE
METAL FLASHING WITH DRIP EDGE
7 1/2" ANCHOR-TITE DRIP EDGE
EIFS TYPE TWO
EIFS SOFFIT-YELLOW-TO MATCH
EIFS-2-REF ELEVATIONS. PRICE
ALTERNATE FOR BRAKE METAL.
1'-11"1'-7"5'-8"
9'-2"1'-8"HSS6X6X3/8, TYP.
METAL CANOPY
CEILING LIGHTING
2
A0.15
_________________CLCLEQ2'-10"EQCLCL
EQ 5'-4"
CL
EQ
BREAK METAL "B-2" OVER 1/2" MARINE
GRATE PLYWOOD
ITM
BRAND SIGNAGE
BREAK METAL "B-2" OVER 1/2" MARINE GRATE PLYWOOD
1 1/2" RIGID INSULATION
FLUID APPLIED VAPOR PERMEABLE AIR BARRIER
1/2" GYPSUM SHEATHING
3 5/8" METAL STUDS
LIGHT FIXTURE
BACKER ROD AND SEALANT
EIFS FINISH COAT
EIFS BASE COAT AND
REINFORCING MESH
1' RIGID INSULATION
BACKER ROD
AND SEALANT
ANCHOR-TITE DRIP EDGE
7 1/2" HIGH FACE
TPO ROOF MEMBRANE
ROOF COVER BOARD
3/4" MARINE GRATE PLYWOOD
4" X 4" HSS STEEL TUBE.
REF. STRUCTURAL
6" X 6" HSS STEEL TUBE.
REF. STRUCTURAL
PT WOOD BLOCKING
6" X 6" HSS STEEL TUBE.
REF. STRUCTURAL1'-5 3/4".6"1'-8".
CLCLCL1'-8"7'-0"
CLCL
1'-2"1'-8"3'-2"CLCLCL1'-0"1'-2"5'-9"5'-9"8"4" X 4" HSS STEEL TUBE. REF. STRUCTURAL
1' X 2" WOOD SLATES ON CEMENTITIOUS PANEL
OVER GALV. COLD-FORMED METAL FRAMING
GRAVEL ROAD BED
ASPHALT ROAD SURFACE
CAST IN PLACE CONCRETE
FOOTING. REF: STRUCTURAL
CONCRETE CURB
RIGID INSULATION
2'-5".USE ITM DIMENSIONSTAPPERED RIGID INSULATION
1/8" / 12"
BACKER ROD AND SEALANT
1/4"3/4" GAP1/2"1"CL5 1/2"1/2"4"20°1/2"2'-3 3/4"CL11 3/8"1' X 2" WOOD SLATES ON CEMENTITIOUS PANEL
OVER 1 1/2" X 1 1/2" STRUCTURAL STEEL TUBE
FRAMING
ITM CLADDING1/2" SEALANT JTBREAK METAL TOE-KICK REVEAL (ADJUST DEPTH FOR
CLADDING MATERIAL)5'-9 1/2"JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
PERMIT COMMENTS
A0.15
174941
DRIVE-THROUGH
CANOPY
RYAN HORNE
STATE REGISTRATION # C-38357
SCALE: 1/4" = 1'-0"1 ENLARGED PLAN AT DRIVE-UP CANOPY
SCALE: 1/4" = 1'-0"7 DRIVE-UP - ELEVATION AT ITM
SCALE: 1/4" = 1'-0"5 DRIVE-UP - ELEVATION AT EXIT
SCALE: 1/4" = 1'-0"8 DRIVE-UP - ELEVATION AT ENTRY
SCALE: 1/4" = 1'-0"4 DRIVE-UP - ELEVATION AT SIGNAGE
SCALE: 1/4" = 1'-0"6 ROOF PLAN AT DRIVE-UP CANOPY
SCALE: 1/4" = 1'-0"3 REFLECTED CEILING PLAN AT DRIVE-UP CANOPY
SCALE: 9 PERSPECTIVE 1 AT DRIVE-UP
SCALE: 10 PERSPECTIVE 2 AT DRIVE-UP
SCALE: 11 PERSPECTIVE 3 AT DRIVE-UP
PROJECT SIGNAGE HERE IS FOR REFERENCE ONLY. SEPARATE SIGN PERMIT WILL BE SUBMITTED ON A LATER DATE.
SCALE: 3/4" = 1'-0"2 DRIVE-UP - SECTION
METAL FLASHING WITH DRIP EDGE
1
- 11/06/24 ISSUED FOR CONSTRUCTION
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
2
22
2
2
2
2
2
2
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
S
D1
ALIGN
A2.011
A2.00 1
A2.00
2
A2.01
2
148 SF
MULTIPURPOSE
13
54 SF
ELECTRICAL
12
99 SF
OFFICE
11
99 SF
OFFICE
10
106 SF
OFFICE
02
166 SF
WORK ROOM /
ATM
01
275 SF
BREAK ROOM
04
208 SF
VESTIBULE
09
4
A2.03
_________________
3
A2.03
_________________
1
1
GG
LOCKERS-
ACCESSIBLE FLOOR
AREA
BRANDING WALL
5'-2 1/2"24'-10 1/2"
TRANSACTION POD
BRANDING RIBBON WALL
ABOVE THE OFFICE DOORS
SEATING
AREA COFFEE
COUNTER WITH
SHELVING ABOVE 9 1/2"OVERHANG ABOVE
5
A2.03
_________________
3
3
2
2
3.2 4
4 5
6
6
3.4 3.8
HH
EE
BB
AA
DD
2
A2.03
_________________9 1/2"2'-0"R.O.9'-6"FF
_________________
A1.00
2
1
A2.03
_________________
CANOPY ABOVE
1.8
B.8
09A128'-9 1/4"4'-7"8'-9 1/4"5'-4 3/4"1A31C3 1A21C31A26'-0"4'-11"19'-2"20'-6"19'-10"2'-10 1/2"2'-10"2'-11 3/4"2'-2 3/4"6'-8"7'-9"11'-5"8'-6"45'-3"9 1/2"2'-10 3/4"R.O.7'-4"1C3
1C3
1A3
1A3
1C3R.O.
6'-0"9 3/4"
9 1/2"
1'-4"
R.O.
6'-0"1'-5 1/2"10 1/4"
R.O.
6'-0"
9 1/2"1'-0"
R.O.
3'-4"1'-8"
R.O.
6'-0"3'-6"
R.O.
6'-0"
_________________
A3.10
7
_________________
A3.10
1
_________________
A3.10
8
_________________
A3.10
5
_________________
A3.10
2
_________________
A3.10
3
_________________
A3.10
6
_________________
A3.10
7
OPP.
_________________
A3.10
4
_________________
A3.10
9
65 SF
MOTHERS
ROOM
07 58 SF
RESTROOM
08
086"9'-7"
7
7
CC
55 SF
JANITOR
06
01876 SF
LOBBY FLOOR
14
158 SF
WORK AREA
15
04A
04B 0706ATM
_________________
A4.07
1
1C36'-1"02 03101113
09BFEC
82'-11"
VAULT
6.5
6.5
5'-6"
36 SF
IT ROOM
17
7'-0"
17
1A3 3 1/2"9 1/2"1C32'-4 3/4"1C3
1A3
3 3/8"1'-5 1/8"3 3/8"8 5/8"6 1/4"1C3
1C3
9 1/2"9 1/2"1A3
1A3
CL
9 1/2"9 1/2"
1'-7 3/4"
R.O.
9'-6"10"2'-3"7"7'-7 3/4"3 1/4"
COUNTERTOP
NIGHT DROP SAFE
3 1/2"100'-0"
358.10'
100'-0"
358.10'
100'-0"
358.10'
1A3
1A3
1C3 1A3
1C3
1C6
1C3
1C3
1C3
XA6
1C3
1A3
1A3 1A3
1A3
WATER
HEATER
ABOVE
R.O.2'-1"1'-2"1'-1"R.O.1'-6 1/2"CL 9'-3 1/2"3'-4"1A0
FLOOR
DRAIN
FLOOR
DRAIN
1 3/16"1A31A6
R 1B3
R 1C3
R.O.
6'-8"4"
R.O.
6'-8"4"
5'-1 1/4"9'-4 3/8"9'-4 7/8"
1C3
2 1/4"
Project
North
True
North
RS-1
2'-7 1/2"9 1/2"1'-6 7/16"1'-4 9/16"9 1/2"3
A4.06
_________________
CLR
1'-0"
CLR
1'-0"
* PROVIDE AND ASSISTAVE LISTENING
SYSTEM W/ MIN. 2 RECIEVERS
ACCESSIBLE SEATING
48" X 30"
CLR
48" X 30"
CLR
SEAT. AFF17" TO12" MAX 42" MIN.
54" MIN.33" - 36" TOP OF BAR250 FT./LB. MIN.
FORCE IN ANY
DIRECTION
36"
12" MIN.33" - 36" TOP OF BARCL CL CL
CL CL
TOILET AND ACCESSORIES
(SIDE)
TOILET AND ACCESSORIES
(REAR)
250 FT./LB.
MIN. FORCE
IN ANY
DIRECTION
PROTRUDING OBJECTS
MOUNTED NEAR
GRAB BARS1-1/2" MIN.12" MIN.17"
24" MIN.
SANITARY NAPKIN
DISPOSAL
SEAT COVER
DISPENSER SIDE
WALL LOCATION
PREFERREDTOILET
PAPER
DISPENSER CL
7" - 9"SIDE OF TOILETFLUSH VALVE 44" MAX. AFF. ON WIDEREF: MANUF. DATA19" MINVERIFY DIMENSIONS OF DISPENSER UNIT FROM MANUFACTURER
DATA. MOUNT WITH OPERABLE ROLL AT 27" AFF IF DIMENSIONS OF
UNIT DO NOT OBSTRUCT GRAB BAR CLEARANCES. MAINTAIN 19"
MINIMUM ROLL HEIGHT
36" MAX TO WALL
18"
42"
LAVATORY AND ACCESSORIES
(SIDE)MIRROR34" MAX.17" - 25"
17" MIN.
6"11"
25" MAX.MIN.9"18"16" MAX.BOTTOM OF REFLECTIVE SURFACE40" MAX TO COUNTER OR LAV35" MAX IF NOT ABOVEREF: SPECIFICATIONS AND
MILLWORK DETAILS FOR
POSSIBLE FRAMES. MIRROR
MUST BE LOCATED BY
REFLECTIVE SURFACE HEIGHT
72" MIN. TO TOP OF REFLECTIVE SURFACELAVATORY AND ACCESSORIES
(FRONT) DISPENSER SPOUT40" MAX TOWALL-MOUNTED SOAP
DISPENSER
PLASTIC DRAIN AND
SUPPLY PIPE
INSULATION
1'-0"
KNEE CLEARANCE
TAPERS 27" to 29"
17" - 19"27" MIN.8"
COAT HOOKS AT STANDARD LOCATIONS60" TO CENTERLINEAT ACCESSIBLE LOCATIONS48" TO CENTERLINEREF: MANUFACTURER DATA40" TO DISPENSING HEIGHTPAPER TOWEL
DISPENSERS
CL
18" MIN.SEAT COVER DISPENSER19" MIN.Ax.xx
15
18
Ax.xx
_________________
Ax.xx
16
17
Ax.xx
_________________
19
Ax.xx
_________________
INTERIOR ELEVATIONS
DETAIL INDICATOR
SHEET INDICATOR
BUILDING SECTION
DETAIL INDICATOR
SHEET INDICATOR
PLAN CALLOUT
DETAIL INDICATOR
SHEET INDICATOR
15
Ax.xx
EXTERIOR ELEVATIONS
DETAIL INDICATOR
SHEET INDICATOR
WALL SECTION
DETAIL INDICATOR
SHEET INDICATOR
SECTION DETAIL
DETAIL INDICATOR
SHEET INDICATOR
MATCHLINE
STEET INDICATOR
DETAIL INDICATOR
1 / A1.11
MATCHLINE
PARTITION GRAPHICS
EXISTING PARTITION TO REMAIN
PARTITION
PARTITION TO BE DEMOLISHED
1C3
PARTITION GRAPHICS
PARTITION TYPE
REFER TO SHEET A0.07
FOR SPECIFICS
DOOR TAG
DOOR NUMBER
REFER TO SCHEDULE
WINDOW TAG
DOOR NUMBER
REFER TO WINDOW SCHEDULEWX
ACCESSORY / FURNITURE /
EQUIPMENT TAG
ITEM BEING TAGGED
CH1 ITEM ASSET VALUE
REFERANCE TAGS & GRAPHICS
GENERAL ANNOTATIONS
1. REFER TO SHEET A0.07 FOR PARTITION INFORMATION.
2. REFER TO A4.10 SERIES FOR DOOR SCHEDULE AND DOOR INFORMATION.
3. REFER TO A1.05 SERIES SHEETS FOR FINISH PLANS (INCLUDING WALL PROTECTION) AND FINISH LEGEND.
4. REFER TO A1.04 SERIES SHEETS FOR FURNITURE PLANS.
5. DIMENSIONS SHOWN ARE TO THE FACE OF PARTITION (AS SHOWN IN THE PARTITION TYPES, EXLUDING APPLIED
FINISHES SHOWN ON FINISH PLANS), UNO. DIMENSIONS MARKED WITH CL ARE TO CENTERLINE OF OBJECT.
6. ALL MATERIALS USED IN TYPEII-B BUILDING SHALL COMPLY WITH CBC SECTION 603.
7. SAFETY GLAZING MUST BE PROVIDED AT HAZARDOUS LOCATIONS PER CBC 2406.4, INCLUDING, BUT NOT LIMITED TO,
GLAZING WITHIN 18 INICHES OF A WALKING SURFACE, GLAZING IN DOORS, AND WINDOWS ADJACENT TO DOORS.
OVERALL FLOOR PLAN GENERAL NOTES:
6.6 6.7 STRUCTURAL GRID
GRID HEAD OFFSET IS FOR
SHEET ARRANGEMENT ONLY
GRID NAME
GRID CENTERLINE
LEVEL DATUM
DATUM LINE
NAME OF DATUM
LEVEL HEAD OFFSET IS FOR
SHEET ARRANGEMENT ONLY
LEVEL 1
100'-0"
LEVEL 1
100'-0"
ELEVATION AT DATUM LINE
REVISION CALLOUT
EXTENT OF REVISION: CLOUDED TITLE
INDICATES COMPREHENSIVE CHANGES
TO THE ENTIRE DETAIL, NOT A CHANGE
TO THE DETAIL TITLE
REVISION NUMBER
1
VIEW TITLE -NO BOX
VIEW TITLE
VIEW NUMBER
22 VIEW NAME
SCALE: 1/8" = 1'-0"
SHEET NUMBER
VIEW SCALE
Ax.xx
TURE AND PLAN NORTH
PROJECT NORTH
TRUE NORTH
Project
North
True
North
G
30" x 48" CLEAR08T U R N I N G A R E A
ø 6 0 C L E A R W H E E L
30" x 48" CLEARRESTROOM
08MOTHERS
ROOM
07
071A3 1A3
1A3 1C31C3
1C3
TA8
TA6
TA7
7 3/4"7'-9 3/4"5 1/4"9 1/2"TA8
TA6
TA7
TA11TA11
1A3
6.5
1A3
FLOOR DRAIN
6"
6"
WATER HEATER
ABOVE
MINI FRIDGEMOPE SINK
SEATING
NOOK
T U R N I N G A R E A
ø 6 0 C L E A R W H E E L
CLR
1'-6"CLR5'-0"CLR5'-0"CLR
1'-6"
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
PERMIT COMMENTS
A1.00
174941
CONSTRUCTION PLAN
RYAN HORNE
STATE REGISTRATION # C-38357
SCALE: 1/4" = 1'-0"A1.00
3 CONSTRUCTION PLAN
SCALE: 1/2" = 1'-0"1 MOUNTING HEIGHTS- RESTROOM ACCESSORIES
SCALE: 1/2" = 1'-0"2 ENLARGED PLAN- RESTROOM
1
1
1
1
1
1
1
1
1
- 11/06/24 ISSUED FOR CONSTRUCTION
1 05/23/25 PERMIT COMMENTS06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
S
D1
144"144"
4
A2.03
_________________
3
A2.03
_________________
1
1
G
5
A2.03
_________________
3
3
2
2
3.2
4 5 6
3.4 3.8
H
E
B
A
D
2
A2.03
_________________
F
1
A2.03
_________________
1.8
B.8
7
C
1
A1.03
2
A1.03
2
A1.03
2
A1.03
SCSC
SC
SC
7
A1.03
7
A1.03
7
A1.03
7
A1.03
1/2"
/ 12"
1 /2 " / 1 2 "
R3
R3
R3
R3
R3
R3
R3
1/4" / 12"R2
RTU 3
REF MECHANICAL
RTU 2
REF MECHANICAL
RTU 1
REF MECHANICAL
WOOD-LOOK SCREEN
AND POSTS WITH
ACCESS DOOR
WOOD-LOOK SCREEN
AND POSTS WITH
ACCESS DOOR
4
A1.03 5
A1.03
6.5
1/2" / 1
2"1/2" / 12"1/2"
/
12"7 /8 " / 1 2 "5/8" / 12"1/4" / 12"1/4" / 12"113'-11 1/2"
R3
R3R3
R3
R1
R2
R2
R3
HEAT PUMP
HEAT
PUMP 1/4" / 12"1 /2 " / 1 2 "
1/2" / 12"
R1
VENT PIPE
ACCESS HATCH W/
42" ABOVE ROOF SURFACE
GUARDRAILING PROTECTION
1/2" / 12"1/4" / 12"ROOF WALKWAY PADS1/4" / 12"1/2"
/
12"1/2" / 12"NO SLOPE
BELOW
BELOW
2
A2.06
_________________
3
A2.06
_________________
4
A2.06
_________________
5
A2.06
_________________
2
A2.07
_________________
1
A2.04
_________________
R2
R2R2
BELOW
1 1/2" / 12"1/2" / 12"3
A4.06
_________________CL8" MIN.CURB MOUNTED EQUIPMENT
CONT. GALV. METAL
COUNTERFLASHING W/ SCREW AND
NEOPRENE WASHERS AT 24" O.C.
CONT. TERMINATION BAR FASTENED
6" O.C. W/ TOOLED SEALANT AT TOP
ROOF FLASHING MEMBRANE
FASTENER AND FASTENING PLATE
ROOF MEMBRANE
1/2" GYPSUM COVER BOARD
ROOF INSULATION
ROOF DECK-REFER TO
STRUCTURAL DRAWINGS
CONT. GALV. METAL RECEIVER
PRE-MANUFACTURED INSULATED
ROOF CURB
PRE-MANUFACTURED INSULATED
ROOF HATCH
7"
INTEGRAL CONT. GALV. METAL
FLASHING
FOLD OVER AND ADHERE ROOF
FLASHING MEMBRANE-FASTEN W/
CURB FLASHING INTEGRAL CLIP
ROOF FLASHING MEMBRANE
ROOF MEMBRANE
1/2" GYPSUM COVER BOARD
ROOF INSULATION
ROOF DECK-REFER TO
STRUCTURAL DRAWINGS
CONT. PRESERVATIVE TREATED
2x6 WD. BLOCKING MECHANICALLY
ATTACHED TO ANGLE FRAME @ 24"
O.C., (MIN. 3 FASTENERS PER SIDE)
PAINTED STEEL LADDER
STEEL ANGLE FRAME, REFER TO
STRUCTURAL DRAWINGS.
PAINTED BENT STEEL PLATE
LADDER BRACKETS
RETRACTABLE LADDER UP
SAFETY POST TO BE 42" ABOVE
HATCH EXTENDED
GUARDRAIL 42" MIN. ABOVE ROOF
CONDITION SECURELY MOUNTED
ROOF MEMBRANE
ROOF DECK -REFER TO
STRUCTURAL DRAWINGS
1/2" GYPSUM COVER BOARD
ROOF INSULATION
LEAD FLASHING, EXTEND OVER
PIPE AND DOWN 1", MIN.
FLASHING ADHESIVE
ROOFING SEALANT
ROOF FLASHING MEMBRANEMIN. 8"12"x12" TPO WALKWAY
PAD AT EACH SUPPORT,
ADHERED TO ROOF
MOLDED PIPE SUPPORT,
SET IN ADHESIVE 1/2" GYPSUM COVER
BOARD
ROOF INSULATION
ROOF DECK-REFER TO
STRUCTURAL DRAWINGS
CONDUIT/ CONDENSATE
PIPING
ROOF MEMBRANE
10
Ax.xx
_________________
REFERENCE SYMBOLS AND GRAPHICS
ROOF DETAIL SECTIONS
WALL DETAIL SECTIONS
DETAIL INDECATOR
SHEET INDECATOR
SC
DETAIL INDECATOR
SHEET INDECATOR
LAMB'S TONGUE AT 18" AFF
PLUMBING FIXTURES
LT
THROUGH-WALL SCUPPER
OD
RD
OVERFLOW DRAIN
OVEROOF DRAIN
R3
1/2"/12"
MINIMUM REQUIRED SLOPE,
THIS PLANE OF ROOF OR
TAPERED INSULATION, REF:
ROOD DETAILS
ROOFING SYSTEM OVER
TAPERED INSULATION
ROOF CRICKET. REF:
ROOF DETAILS
ROOF DETAILS
ROOF WALKWAY PADS
108'-0"
ELEVATION TABG
PARAPET
ROOF DRAIN
REFER TO PLUMBING DRAWINGS
ROOF MEMBRANE OVER DRAIN SUMP
FASTENER AND FASTENING PLATE
24" x 24" ROOF MEMBRANE
1/2" GYPSUM COVER BOARD
ROOF INSULATION
PRE-FAB SUMP DRAIN PAN
CLAMPING RING
SPRAY FOAM INSULATION
DECK CLAMP
DRAIN PIPING INSULATION
REFER TO PLUMBING DRAWINGS
OVERFLOR DRAIN
REFER TO PLUMBING DRAWINGS
ROOF MEMBRANE SLOPING
BEYOND
1'-0"2'-0" O.C.1'-0"
METAL DECK
LINE OF PARAPET
PROVIDE OVERFLOW WITH COLLAR 3"
ABOVE ROOF DRAIN ELEVATION
ROOF FLASHING
MEMBRANE
PRE-FINISHED
METAL SCUPPER
PRESERVATIVE TREATED
WOOD BLOCKING
ROOF MEMBRANE
ROOF INSULATION
1/2" GYPSUM COVER
BOARD BEHIND ROOF
FLASHING MEMBRANE
ROOF DECK-REFER TO
STRUCTURAL DRAWINGS
1/2" GYPSUM
COVER BOARD
ROOF FLASHING
MEMBRANE
ROOF FLASHING
MEMBRANE
1 1/2" CONT. RIGID
INSULATION
CONT. FLUID APPLIED
VAPOR PERMEABLE AIR
BARRIER ON 1/2" GYPSUM
SHEATHING METAL STUD FRAMING
4" MIN.4" MIN.EIFS SYSTEM
1/2" GYPSUM COVER
BOARD BEHIND ROOF
FLASHING MEMBRANE
BACKER ROD & SEALANT
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
PERMIT COMMENTS
A1.03
174941
ROOF PLAN
RYAN HORNE
STATE REGISTRATION # C-38357
SCALE: 1/4" = 1'-0"6 ROOF PLAN
1. ITEMS FROM MECHANICAL, PLUMBING, AND ELECTRICAL SCOPES MAY BE SHOWN FOR REFERENCE AND
COORDINATION ONLY. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF PIPING,
CURBS, VENTS, DUCTS, FANS, AND OTHER ITEMS ON THE ROOF SURFACE.
2. PAINT EXPOSED ROOF MOUNTED EQUIPMENT EXCEPT THOSE ITEMS WHICH ARE ALUMINUM OR STAINLESS STEEL.
COLOR AS SELECTED BY ARCHITECT.
3. ALL ROOF FLASHING TO BE ACCORDING TO MANUFACTURERS RECOMMENDATIONS.
4. ROOF AND OVERFLOW DRAINS ARE SHOWN FOR LOCATION AND COORDINATION ONLY. REFER TO PLUMBING
DRAWINGS FOR DRAIN SIZES AND SPECIFICATIONS.
5. OVERFLOW DRAIN INLETS SHALL BE 3 INCHES ABOVE THE PRIMARY ROOF DRAIN INLETS.
6. REF: ELECTRICAL DRAWINGS FOR LIGHTNING PROTECTION SYSTEMS.
7. ALL MATERIALS USED IN TYPEII-B BUILDING SHALL COMPLY WITH CBC SECTION 603.
ROOF PLAN GENERAL NOTES:
ROOF SCHEDULE
Type Description
R1 TPO ROOF SYSTEM OVER INSULATION OVER 2" METAL DECK
R2 TPO ROOF SYSTEM OVER INSULATION OVER 3" METAL DECK
R3 ROOF SYSTEM OVER TAPERED INSULATION CRICKETS
R3 ROOF SYSTEM OVER TAPERED INSULATION CRICKETS
Project
North
True
North
SCALE: 3" = 1'-0"1 BASE FLASHING - EQUIP CURB
SCALE: 3" = 1'-0"4 ROOF HATCH
SCALE: 3" = 1'-0"5 ROOF VENT STACK
SCALE: 3" = 1'-0"3 PRE-MOLDED PIPE SUPPORT
NO SCALE SCALE: 2 ROOF DRAIN / OVERFLOW WITH SUMP PAN
SCALE: 3" = 1'-0"7 THROUGH-WALL SCUPPER- EIFS
1
1
- 11/06/24 ISSUED FOR CONSTRUCTION
1 05/23/25 PERMIT COMMENTS06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A2.02
174941
EXTERIOR
RENDERINGS
RYAN HORNE
STATE REGISTRATION # C-38357
NO SCALE SCALE: 1 RENDERING SOUTH
NO SCALE SCALE: 2 RENDERING EAST
NO SCALE SCALE: 3 RENDERING WEST
NO SCALE SCALE: 4 RENDERING NORTH
GENERAL NOTE: PROJECT SIGNAGE NOTED HERE IS FOR REFERENCE ONLY. SEPARATE SIGN PERMIT WILL BE SUBMITTED ON A LATER DATE.
- 11/06/24 ISSUED FOR CONSTRUCTION
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
W-1 GL1 EIFS-3EIFS-1 B-4 ROOF EQUIPMENT
SCREENED
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A2.11
174941
EXTERIOR
ELEVATIONS PALM
SPRINGS
RYAN HORNE
STATE REGISTRATION # C-38357
SCALE: 1/8" = 1'-0"3 PALM SPRINGS EAST ELEVATION
SCALE: 1/8" = 1'-0"2 PALM SPRINGS NORTH ELEVATION
SCALE: 1/8" = 1'-0"1 PALM SPRINGS SOUTH ELEVATION
SCALE: 1/8" = 1'-0"4 PALM SPRINGS WEST ELEVATION
EXTERIOR MATERIAL SCHEDULE
MARK EXTERIOR FINISH MANUFACTURER COLOR
05 METALS
B-1 BRAKE METAL TYPE ONE DRIP EDGE- ANCHOR-TITE- 6" FACE HEIGHT BRONZE- TBD
B-2 ANCHOR-TITE FRIP EDGE 7 1/2" HIGH FACE DRIP EDGE- ANCHOR-TITE- 7-1/2" FACE HEIGHT BLUE - INTERSTATE (REGAL) BLUE-
TBD
B-3 BRAKE METAL TYPE THREE YELLOW (PANTONE 124C, CMYK 0 29
100 1)
B-4 BRAKE METAL TYPE FOUR GRAY - TBD
MC-1 METAL COPING TYPE ONE METAL-ERA PERMA-TITE COPING- TAPERED BRONZE- TBD
MS-1 WOOD LOOK PRIVACY SCREEN OUTDOOR PRIVACY SCREENS & ENCLOSURES (MATCH
LONGBOARD PRODUCTS - 6" SMOOTH PLANK)
DARK / LIGHT FIR
MTL-1 METAL CANOPY
07 THERMAL AND MOISTURE PROTECTION
EIFS-1 EIFS TYPE ONE DRYVIT BLUE (PANTONE 2955C. CMYK 100 52
0 58)
EIFS-2 EIFS TYPE TWO DRYVIT- PRICE ALTERNATE FOR BRAKE METAL AT ACCENT BROWS YELLOW (PANTONE 124C, CMYK 0 29
100 1)
EIFS-3 EIFS TYPE THREE DRYVIT TAUPE TBD
EIFS-4 EIFS TYPE FOUR DRYVIT MATCH BRONZE- TBD
W-1 WOOD LOOK RAINSCREEN LONGBOARD PRODUCTS - 6" SMOOTH PLANK DARK / LIGHT FIR
08 OPENINGS
AL1 STOREFRONT FINISH- ALUMINUM COLOR 1- DARK
BRONZE- FINISH TBD
KAWNEER FINISH TBD
GL1 INSULATING TEMPERED VISION GLAZING TINTED - 1" CONTRACTOR TO PROVIDE SAMPLES FROM MANUFACTURER'S
STANDARD OPTIONS FOR APPROVAL.
GL2 INSULATING TEMPERED VISION GLAZING TINTED - 1"
WITH VINYL FILM APPLIED TO INTERIOR
CONTRACTOR TO PROVIDE SAMPLES FROM MANUFACTURER'S
STANDARD OPTIONS FOR APPROVAL. FILM TO BE
DECORATIVEFILMS- SOLYX
GENERAL NOTE: PROJECT SIGNAGE NOTED HERE
IS FOR REFERENCE ONLY. SEPARATE SIGN PERMIT
WILL BE SUBMITTED ON A LATER DATE.
- 11/06/24 ISSUED FOR CONSTRUCTION
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
1 32 4 5 6 76.5
G HEBADFB.8 C
9'-0"14'-3"JOB NO.
SHEET NUMBER
SUBMISSIONDATE
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
ISSUED FOR CONSTRUCTION
A2.13
174941
SECTIONS DESIGN
PALM SPRINGS
RYAN HORNE
STATE REGISTRATION # C-38357
SCALE: 1/8" = 1'-0"1 PALM SPRINGS SECTION NORTH
SCALE: 1/8" = 1'-0"3 PALM SPRINGS SECTION EAST
- 11/06/24 ISSUED FOR CONSTRUCTION
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
s
MH
MH
385
385
RAMON ROAD
CALLE SANTA CRUZPROPERTY LINE
PROPERTY LINE
CURB
EXISTING
CURB
PROPOSED
CURB
PROPOSED
CANOPY
MOBILE
TRASH ENCLOSURE
ADA PATH OF TRAVEL
EXISTINGPROPERTY LINE SETBACKSETBACK
SETBACKSETBACK
RETENTION BASIN
CURB
PROPOSEDCURB
PROPOSED
CURB
PROPOSED
EXISTING SIDEWALK EXISTING SIDEWALK
SIDEWALK
PROPOSED
PROPOSED TYPTYPTYPTYPTYPTYP
19.0'
TYP
19.0'
TYP
26.0'25.0'25.0'
15.0'25.0'25.0'13.8'22.6'20.0'19.0'24.0'25.0'20.0'8.1'24.0'24.0'
24.0'28.0'9.0'9.0'9.0'19.0'
TYP9.0'9.0'9.0'
4"12'-0"4"
2'-6"4'-0"2'-6"PANTONE 2955C
PANTONE 124C
PANTONE 2202C
PANTONE PQ-3561C
BANK BRANCH
BUILDING
SIGN TYPE C
SIGN TYPE BSIGN TYPE A
SIGN TYPE A
9"BACKLIT SIGN PANTONE 2955 C
12' 8" MAX TENANT WIDTH
WHITE LEDs
R 9"R 1'-8"R 2'-4 1/2"31°7 6 °104°3"1'-0 1/64"R 6"4'-6"STEEL BRACKET FOR
MOUNTING AND RODS
LED STARBURST SIGN
2'-2"LED LIGHTING
TEXT SIGN
POWER CONNECTION
TO TRANSFORMER
1 1/2" OFFSET FROM
WALL
3"
1 1/2"1'-0"3"2'-0"QUARTER INCH SCREW
WITH 1 1/2" OFFSET FROM
WALL
LED LIGHTING
STEEL BRACKET FOR
MOUNTING AND RODS
TEXT SIGN
POWER CONNECTION
TO TRANSFORMER
1 1/2" OFFSET FROM
WALL
1'-6"9'-6"2'-6"1"1'-4"1"2"1'-6"2"4'-0"2'-6"JOB NO.
SHEET NUMBER
SUBMISSIONDATE
INCOMPLETE DOCUMENTS
FOR INTERIM REVIEW
ONLY. NOT FOR
REGULATORY APPROVAL,
PERMIT, OR CONSTRUCTION.
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
6/6/2024 9:48:36 PM
A2.14
174941
SIGNAGE PROGRAM
PALM SPRINGS
ARCHITECT NAME
STATE REGISTRATION #
SCALE: 1/4" = 1'-0"8 SIGNAGE C ELEVATION PS
SCALE: 1/4" = 1'-0"1 DRIVE THROUGH SIGNAGE PS
SCALE: 1/8" = 1'-0"10 ENTRY FACADE ELEVATION PS
SCALE: 3/4" = 1'-0"9 ENTRY FACADE SIGNAGE PS
SCALE: 1" = 30'-0"11 PALM SPRINGS SIGNAGE SITE PLAN
SCALE: 3/4" = 1'-0"2 SIGN TYPE A DETAIL PS
SCALE: 1" = 1'-0"4 SIGNAGE A - GLASS PS
SCALE: 1" = 1'-0"3 SIGNAGE A - WALL PS
SCALE: 3" = 1'-0"5 SIGNAGE MATERIAL KEY PS
SCALE: 1/4" = 1'-0"7 SIGNAGE C PLAN PS
SCALE: 1/4" = 1'-0"6 SIGNAGE C SECTION PS
06/19/24 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
ADDRESS: E RAMON AND CALLE SANTA,
PALM SPRINGS, CA 92264
06/06/24 PRELIMINARY CITY REVIEW
1 05/23/25 PERMIT COMMENTS
2 06/09/25 PERMIT COMMENTS
09/09/25 PRELIMINARY CITY REVIEW
PRELIMINARY CITY REVIEW
RAMON ROADCLCALLE DE RICARDOCLCLCALLE SANTA CRUZ
ENGINEERING | PLANNING | SURVEY | ENVIRONMENTAL44-600 Village Court, Suite 100Palm Desert, CA 92260t.760.346.4750 f. 760.340.0089TheAltumGroup.com
N.T.S.VICINITY MAPSUN COMMUNITY CREDIT UNION1068 BROADWAY AVEEL CENTRO, CA 92243PATRICK CAREYCLIENT/APPLICANTLANDSCAPE ARCHITECTDAVID NEAULT ASSOCIATES, INC.41877 ENTERPRISE CIRCLE NORTH #140TEMECULA, CA 92590PHONE: (951) 296-3430CONTACT: BRYAN LOVESHEET 1 OF 3LANDSCAPE MASTER PLANNOTES:1) PERMANENT AUTOMATIC IRRIGATION SYSTEMS SHALL BE INSTALLED ON ALL LANDSCAPED AREAS REQUIRING IRRIGATION. LOW WATER USE SYSTEMS SHALL BE IMPLEMENTED. IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT OVER SPRAY ONTO WALKWAYS, PARKING AREAS, BUILDINGS AND FENCES.2) ALL TREES SHALL BE MINIMUM DOUBLE-STAKED. WEAKER AND/ORSLOW-GROWING TREES SHALL BE TRIPLE-STAKED.3) ALL LANDSCAPE AREAS SHALL RECEIVE 2" DEPTH DECOMPOSED GRANITE 1/4" MINUS IN SIZE4) ALL UTILITIES, INCLUDING MECHANICAL, ELECTRICAL AND IRRIGATION EQUIPMENT SHALL BE SCREENED WITH APPROPRIATE PLANT MATERIAL5)NATIVE AND DROUGHT TOLERANT PLANTS WILL BE INCORPORATED WHEREVERPOSSIBLE.6)THE APPLICANT INSURES THAT MATURE PLANTINGS WILL NOT INTERFERE WITHUTILITIES, ADJACENT SITE, EXISTING STRUCTURES AND TRAFFIC SIGHT LINES.7)TREES AND SHRUBS SHALL BE PLACED A MINIMUM OF 5' AWAY FROM WATERMETER, GAS METER, OR SEWER LATERALS; A MINIMUM OF 10' AWAY FROMPOWER POLES; AND A MINIMUM OF 8' AWAY FROM FIRE HYDRANTS AND FIREDEPARTMENT SPRINKLER AND STANDPIPE CONNECTION.8)ALL PLANTERS ADJACENT TO PARKING STALLS SHALL RECEIVE A 12" CONCRETESTEP OUT, (IN ADDITION TO THE 6" WIDE CURB)9)CONCRETE MOW CURBS SHALL BE UTILIZED TO SEPARATE PLANTING AREAS.REDWOOD HEADERS WILL NOT BE USED.THE ALTUM GROUP44-600 VILLAGE COURT, SUITE 100PALM DESERT, CA 92260(760) 641-3065CONTACT: RICH MALACOFFCIVIL ENGINEER/PLANNERN O R T H020'Scale: 1"=20'40'80'HARDENBERGIA VIOLACEA LILAC VINEAGAVE SPECIESBOUGAINVILLEA SPECIESCALLIANDRA CALIFORNICACAESALPINIA PULCHERRIMADASYLIRION WHEELERIENCELIA FARINOSAHESPERALOE PARVIFLORALEUCOPHYLLUM FRUTESCENSMUHLENBERGIA "REGAL MIST"AGAVESALVIA LEUCANTHARUELLIA PENINSULARISBOUGAINVILLEABAJA FAIRY DUSTERRED BIRD OF PARADISERED YUCCADESERT SPOONBRITTLE BUSHTEXAS RANGERMEXICAN SAGEPINK MUHLY GRASSDESERT RUELLIALANTANA MONTEVIDENSISACACIA R. "DESERT CARPET"LANTANA M. "NEW GOLD"VERBENA RIGIDABAILEYA MULTIRADIATADECOMPOSED GRANITE - "BRIMSTONE" OR EQUAL - 1/4" MINUS - 2" DEEP LAYER IN ALL LANDSCAPE AREASTRAILING ACACIADESERT MARIGOLDSPREADING LANTANASPREADING LANTANASANDPIPER VERBENA1 GALLON1 GALLON1 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON5 GALLON1 GALLON5 GALLON5 GALLON15' O.C.CONCEPTUAL PLANT LEGENDBOTANICAL NAMECOMMON NAMEMIN. SIZESPACINGSHRUBS / ACCENTSGROUNDCOVERS12' O.C.8' O.C.6' O.C.12' O.C.6' O.C.6' O.C.8' O.C.8' O.C.4' O.C.6' O.C.8' O.C.VINESWATERUSEMODLOW36" O.C.36" O.C.36" O.C.36" O.C.24" O.C.LOWLOWMODLOWLOWLOWLOWLOWLOWLOWMODLOWLOWMODMODSTREET TREE - EAST RAMON ROADOENETHERA BERLANDIERIMEXICAN PRIMROSE1 GALLON36" O.C.YUCCA SPECIESYUCCA5 GALLON6' O.C.SYMBOLLOWLOWLANTANA SPECIESLANTANA5 GALLON6' O.C.LOW1 GALLON1 GALLONBOUGAINVILLEA SPECIESBOUGAINVILLEA5 GALLONMOD15' O.C.ALOE "BLUE ELF"BLUE ELF ALOE1 GALLON2' O.C.LOWCALLISTEMON 'LITTLE JOHN'DWARF BOTTLEBRUSH5 GALLON4' O.C.MODECHINOCACTUS GRUSONIIGOLDEN BARREL1 GALLON5' O.C.LOWFOUQUIERA SPLENDENSOCOTILLO5 GALLON15' O.C.LOWPENSTEMON SPECIESPENSTEMON1 GALLON6' O.C.LOWJUSTICIA CALIFORNICACHUPAROSA5 GALLON8' O.C.LOWTECOMA STANSYELLOW BELLS5 GALLON4' O.C.LOWAS SHOWNMODLAGERSTROEMIA INDICACRAPE MYRTLESCREEN AND LANDSCAPE TREESAS SHOWNPRUNUS CERASIFERA "KRAUTER VESUVIUS"PURPLE LEAF PLUMAS SHOWNLOWOLEA EUROPAEAOLIVE 'FRUITLESS'MODAS SHOWNMOD15 GALLONLAURUS NOBILIS BAY LAURELSMALL ACCENTS / COLUMNARSAS SHOWNPODOCARPUS HENKELIILONG-LEAVED YELLOWWOODAS SHOWNMODCUPRESSUS SEMPERVIRENS ITALIAN CYPRESSMOD15 GALLONBUDDLEIA MARRUBIFOLIAWOOLY BUTTERFLY BUSH5 GALLON8' O.C.LOWCONVOLVULUS MAURITANICUSGROUND MORNING GLORY24" O.C.MOD1 GALLONMYRTUS COMMUNISTRUE MYRTLE5 GALLON4' O.C.MODOLEA "LITTLE OLLIE"DWARF OLIVE5 GALLON4' O.C.MODMACFADYENA UNGUIS-CATICAT'S CLAW5 GALLON15' O.C.LOWILEX VOMITORIA "STOKES DWARF"DWARF YAUPON HOLLY5 GALLON4' O.C.MODLAVANDULA SPECIESLAVENDER24" O.C.MOD1 GALLON15 GALLONAS SHOWNMODCALLISTEMON CITRINUSLEMON BOTTLEBRUSH15 GALLONAS SHOWNMOD10' B.T.H.WASHINGTONIA FILIFERACALIFORNIA FAN PALMAS SHOWNLOWPARKING LOT TREESGEIJERA PARVIFLORAAUSTRALIAN WILLOWAS SHOWNMOD24" BOX / 2" caliperCERCIDIUM "DESERT MUSEUM"PALO VERDEAS SHOWNAS SHOWNLOWLOWCHILOPSIS LINEARISDESERT WILLOWLOWAS SHOWNPROSOPIS CHILENSISTHORNLESS MESQUITELOWAS SHOWNOLNEYA TESOTADESERT IRONWOODRHUS LANCEAAFRICAN SUMACLOWAS SHOWNACACIA STENOPHYLLASHOESTRING ACACIALOWAS SHOWN(EVERGREEN)(DECIDUOUS)(EVERGREEN)(EVERGREEN)(EVERGREEN)(DECIDUOUS)(DECIDUOUS)(DECIDUOUS)(DECIDUOUS)(DECIDUOUS)(DECIDUOUS)(EVERGREEN)QUERCUS V. "HERITAGE"SOUTHERN LIVE OAKMODAS SHOWN(EVERGREEN)QUERCUS V. "HERITAGE"SOUTHERN LIVE OAKMODAS SHOWN(EVERGREEN)24" BOX / 2" caliper24" BOX / 2" caliper24" BOX - MULTI24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper24" BOX / 2" caliper100% EVERGREEN 100% EVERGREEN35% EVERGREEN / 65% DECIDUOUS05.22.25LANDSCAPE CONCEPT PLANS FOR:BANK BRANCH - PALM SPRINGSPALM SPRINGS, CALIFORNIALEVEL 5, LLCPROJECTSITEGENE AUTRY TRAIL (111)EAST RAMON ROADPALM SPRINGSAIRPORTEL CIELO ROADEAST RAMON ROADCALLE SANTA CRUZ
CALLE DE RICARDOPROPERTY LINEMOBILE BANKINGCANOPYTRASH ENCLOSUREVACANT LOT SIDEWALKSIDEWALKR.O.W.ROWBANK BRANCHBUILDINGPARKINGPROJECT SIGNAGEVACANT LOT BENCHPLANTED POTSMONUMENT TREE100% DECIDUOUSCLEAR VIEW FROM STREETRETENTION BASIN(BASIN TO INCLUDE JAGGED ROCKTO DETER PEOPLE FROM ENTERING)L-1LEVEL 5, LLC2326 WASHINGTON BLVD, 4TH FLOGDEN, UT 84401(886) 344-9108JASON PATTYDESIGN BUILDERTOTAL LANDSCAPE SQUARE FOOTAGE: 22,500 S.F.NO OBSTRUCTIONSWITHIN THIS AREAPROSOPIS CHILENSISTHORNLESS MESQUITESTREET MEDIAN W/ GROUTEDCOBBLES, DG, STONE BOULDERS
PARKING SHADE REQUIREMENTSSHADE CALCULATIONS ARE BASED ON 21PARKING STALLS: 3,250 S.F.TREE LOCATIONSTOTAL SQUARE FOOTAGE OF SHADE FROMTREE'S - 2,100 S.F.TOTAL PERCENTAGE OF SHADE 65%DDDBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBR0L0L0L0L0L0L0L0L0L0L0LCCCCCCCCCCCCCCCCCC0L0L0LBRBRBRBRBRDCCCCCC0L0L0L0LCCCCmmmmmmmmmmmmmmmmAAmmmmmBRBRBRBRBRBRBRBRBRLLLLLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCLCCCCDD0L0L0L0L0LCCCC0L0L0L0L0L0L0LCCCCCCCCLLLLLLLLLDDDBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRBRBRmLLLLLLCCCCCCCCBRBRBRBRBRBRBRBRBRBRmmmmmmmmmmmmmmmmmmmmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmmBRBRBRBRLLLLLLLLLLLLLLCCCCBRBRBRBRBRBRBRBRmmmmmmmBRBRBRmmmmmmmmm0L0L0L0LmDDDDDDDDDDDDmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRBRBRmmmmmmmmBRBRBRBRBRBRBRBRBRBRBRmmCCCCmmmmmmBRBRBRBR0LBRmmmmmmmmBRBRBRLLLmmmBRmmmmmmmBRBRCCCCBRBRmmmmmmmmmmmmmmLLLCCmmmLLLLCCBRBRBRBRLBRmmmmWWWWWQQQQQQWWWWWWWWQQQQWWSIZESHRUBSBOTANICAL NAMEQTY.COMMON NAMESYMTREESPLANT LEGENDGROUNDCOVERDAGAVE BRACTEOSASPIDER AGAVE5 GALLONSOUTHERN LIVE OAKQUERCUS VIRGINIANA 'HERITAGE'24" BOXHESPERALOE PARVIFLORARED YUCCA5 GALLONA15 GALLONCALIFORNIA FAN PALMWASHINGTONIA FILIFERA10' B.T.H.DASYLIRION WHEELERIDESERT SPOONL0Lm124" BOXCAESALPINIA PULCHERRIMARED BIRD OF PARADISE5 GALLONBOUGAINVILLEA "ROSENKA"5 GALLONBOUGAINVILLEABRCCVINESLANTANA MONTEVIDENSISLANTANA5 GALLONLEUCOPHYLLUM LANGMANIAECINNAMON SAGE5 GALLON5 GALLONOLEA "LITTLE OLLIE"DWARF OLIVEAGAVE DESMETTIANAAGAVE15 GALLONMUHLENBERGIA "REGAL MIST"PINK MUHLY GRASS5 GALLONBOUGAINVILLEA "LA JOLLA"BOUGAINVILLEA15 GALLONROCK COBBLE: - 3" - 6" DIAM. "BAJA LA CRESTA" (OR EQUAL) AVAIL: SOUTHWESTBOULDER - 760-342-552210154602183432113645150176365/8" SCREENED - 3" DEPTH DECOMPOSED GRANITE: 'PALOMINO CORAL' BY SOUTHWEST BOULDER (OREQUAL) IN ALL PLANTER AREAS CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERINGBOULDERS: 1'-4' DIAMETER "BAJA LA CRESTA" BY SOUTHWEST BOULDER (OR EQUAL)CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERINGAUSTRALIAN WILLOWGEIJERA PARVIFLORA24" BOX9PROSOPIS CHILENSISTHORNLESS MESQUITEQWSHEET 2 OF 3ELEVATION, SHADE CALCS, AND PLANTING PLANSHADE CALCULATIONS05.22.25LANDSCAPE CONCEPT PLANS FOR:BANK BRANCH - PALM SPRINGSPALM SPRINGS, CALIFORNIALEVEL 5, LLCN O R T H020'Scale: 1"=20'40'80'EAST RAMON ROADCALLE DE RICARDOL-2NO OBSTRUCTIONSWITHIN THIS AREATHIS PROJECT SHALL BE FED OFF OF A DOMESTIC IRRIGATION WATERMETER.ALL SHRUBS SHALL BE IRRIGATED WITH POINT SOURCE DRIPIRRIGATION.ALL TREES SHALL BE IRRIGATED WITH BUBBLERS.A SOILS REPORT SHALL BE PROVIDED TO LANDSCAPE ARCHITECTONCE SITE IS ROUGH GRADED.IRRIGATION STATEMENT
PLANT MATERIAL IMAGESGEIJERA PARVIFLORA (AUSTRALIAN WILLOW)PROSOPIS CHILENSIS (THORNLESS MESQUITE)QUERCUS V. "HERITAGE" (SOUTHERN LIVE OAK)WASHINGTONIA FILIFERA (CALIFORNIA FAN PALM)TREES / PALMSSHRUBS / SUCCULENTSDASYLIRION WHEELERI (DESERT SPOON)CAESALPINIA PULCHERRIMA (RED BIRD OF PARADISE)HESPERALOE PARVIFLORA (RED YUCCA)OLEA E. "LITTLE OLLIE" (DWARF OLIVE)VINESBOUGAINVILLEA 'LA JOLLA' (BOUGAINVILLEA)GROUNDCOVERSLANTANA MONTEVIDENSIS (LANTANA)DECOMPOSED GRANITE - "PALOMINO " OR EQUALSHEET 3 OF 3TREE STAKING DETAIL3" DIA X 10' LONGTREE STAKES W/CINCH TIESROOT BALLINSTALL STAKE12" BELOW TREEPITNOTE: (3) STAKES SHALL BEREQUIRED FOR WEAKERTREES OR TREES WITHINWINDY AREAS05.22.25LANDSCAPE CONCEPT PLANS FOR:BANK BRANCH - PALM SPRINGSPALM SPRINGS, CALIFORNIALEVEL 5, LLCL-3AGAVE BRACTEOSA (SPIDER AGAVE)AGAVE DESMETTIANA (SMOOTH AGAVE)BOUGAINVILLEA 'ROSENKA' (BOUGAINVILLEA)LEUCOPHYLLUM LANGMANIAE (CINNAMON SAGE)MUHLENBERGIA C. 'REGAL MIST' (PINK MUHLY)
A0.16 7
A0.16
2
A0.16
6
A0.163
5
A0.16
_________________
_________________
A0.16
1
EQ EQ
5"10'-9"_________________
A0.16
1
OPP.
31'-0"
5"7'-5"SLOPE 1/4" : 12"CONC. SLAB ON GRADE DUMPSTER PAD
REF CIVIL FOR DRAINAGE
STEEL FRAMED PAIR OF
FRAMED SWING GATES. FINISH
MATERIAL ON INSIDE OF
FRAME
PAINTED HSS FRAMING,
REF STRUCTURAL
EIFS-3 FINISH OVER
8" CMU
DASHED LINE INDICATES
ROOF OVERHANG ABOVE
CORED CONC. FOR CANE BOLT
CLOSER AT EACH GATE DOOR
4'-0"
5"
4'-0"
3 YARD BIN
RECYCLING
3 YARD BIN
SOLID WASTE
2 YARD BIN
ORGANICS
RECYCLING
A0.16 7
A0.16
2
A0.16
6
A0.163
DASHED LINE INDICATES
BLOCK WALL BELOW
2'-9"2'-9"
35'-0 3/8"16'-0"2'-6"2'-9"110'-0"
111'-4"1" / 12"STANDING SEAM ROOF
OVER DECKING AND
FRAMING
METALR ROOF 3'-4"3'-0"EIFS-3EIFS-3
EQ.EQ.1'-4"100'-0"
1" / 12"
EIFS CONTROL JOINT, TYP.
CLCL2'-6"10'-9"2'-9"
7/8" / 12"
METAL ROOF 3'-2"100'-0"9'-6"EIFS-3
1 " / 1 2 "
CLCL2'-9"10'-9"2'-6"10'-10"EQ.EQ.EIFS CONTROL JOINT, TYP.
METAL ROOF 4"3'-0"3'-0"2'-4"3'-0"100'-0"
EIFS-3
PAINTED HSS
FRAMING
EIFS CONTROL JOINT, TYP.
CL CL22'-6 3/8"CL 2'-9"
PAINTED HSS FRAMING
PAINTED HSS4X GATE
FRAME, DIAGONAL BRACING
AS NEEDED
PERRFORATED PANEL
PROVIDE ONE CANE BOLT
PER GATE DOOR
GATE LATCH AND LOCK
METAL ROOF 3'-2"3'-0"3'-0"4"9'-6"4'-0"4'-0"35'-0 3/8"
CL CL7'-0"2'-9"
100'-0"9'-6"EIFS-3EIFS-3
EIFS CONTROL JOINT, TYP.
CL2'-9"
METAL ROOF 4"3'-0"3'-0"CLCL7'-0"2'-9"CLCL22'-6 3/8"
CONC. FOOTING AND
REINFORCING, REF
STRUCTURAL
REF CIVIL FOR GRADING
4"CONC. SLAB ON GRADE,
REF STRUCTURAL
PAINTED HSS FRAMING
BEYOND, REF STRUCTURAL
8" CMU BLOCK, GROUT ALL
CELLS WITH
REINFORCEMENT, REF
STRUCTURAL. EXPOSED
FACE AT ENCLOSURE
INTERIOR TO BE PAINTED
EIFS-3. DRYVIT SYSTEM
BOND BEAM
9'-6"100'-0"
METAL COPING
EIFS-3 DRYVIT SYSTEM,
RETURN ON TO FRONT FACE
WITH VERTICAL
TERMINATION TRACK
PAINTED HSS FRAMING,
REF STRUCTURAL
HINGE WELD ON
4x4 TUBE AT GATE FRAME
3/4" ALUM. CHANNEL FRAME
PROVIDE DRAIN HOLES IN
BOTTOM CHANNEL
PERFORATED PANEL
(CENTRIA ECONOLAP 3/4")
0.040 PAINTED ALUMINUM
3/8" DIA. & 9/16" SPACING
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
INCOMPLETE DOCUMENTS
FOR INTERIM REVIEW
ONLY. NOT FOR
REGULATORY APPROVAL,
PERMIT, OR CONSTRUCTION.
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
8/2/2024 7:31:19 PM
ISSUED FOR CONSTRUCTION
A0.16
174941
DUMPSTER
ENCLOSURE
ARCHITECT NAME
STATE REGISTRATION #
SCALE: 1/4" = 1'-0"A0.16
4 DUMPSTER ENCLOSURE PLAN
SCALE: 1/4" = 1'-0"8 DUMPSTER ENCLOSURE ROOF PLAN
SCALE: 1/4" = 1'-0"3 DUMPSTER ENCLOSURE ELEVATION- 2
SCALE: 1/4" = 1'-0"7 DUMPSTER ENCLOSURE ELEVATION- 4
SCALE: 1/4" = 1'-0"2 DUMPSTER ENCLOSURE ELEVATION- 1
SCALE: 1/4" = 1'-0"6 DUMPSTER ENCLOSURE ELEVATION- 3
SCALE: 3/8" = 1'-0"5 DUMPSTER ENCLOSURE- WALL SECTION
SCALE: 1 1/2" = 1'-0"1 PLAN DETAIL AT GATE HINGE
B 11/21/23 90% DESIGN DEVELOPMENT
C 12/20/23 100% DESIGN DEVELOPMENT
- 03/01/24 ISSUED FOR CONSTRUCTION
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
ADDRESS: E RAMON AND CALLE SANTA,
PALM SPRINGS, CA 92264
08/02/24 CITY COMMENTS UPDATE
LEVEL 1
100'-0"
LEVEL 2
120'-5"
G
LOWER ROOF
113'-0"
PARAPET
116'-0"
E B ADF
1
A2.03
_________________
_________________
A2.07
1 _________________
A2.07
2
B.8C
99 SF
OFFICE
11
871 SF
LOBBY FLOOR
14 10'-4"LEVEL 1
100'-0"
LEVEL 2
120'-5"
5
A2.03
_________________
LOWER ROOF
113'-0"
PARAPET
116'-0"
4 5
_________________
A2.05
1 _________________
A2.05
2
210 SF
VESTIBULE
09
1
A4.06
_________________21'-1"LEVEL 1
100'-0"
LEVEL 2
120'-5"
3
A2.03
_________________
G
LOWER ROOF
113'-0"
PARAPET
116'-0"
H E B ADF
1
A2.03
_________________
_________________
A2.06
1
_________________
A2.06
3_________________
A2.06
2
B.8C
_________________
A1.02
10
8'-0"159 SF
WORK AREA
15
871 SF
LOBBY FLOOR
14
871 SF
LOBBY FLOOR
14
210 SF
VESTIBULE
09
_________________
A2.14
4
_________________
A2.14
3
_________________
A2.15
4
_________________
A2.15
3
W1 W1
RTU -2
RTU -3
TOP OF RAINSCREEN
RTU -1 21'-1"_________________
A2.04
7
LEVEL 2
120'-5"
G
LOWER ROOF
113'-0"
PARAPET
116'-0"
E B ADF
1
A2.03
_________________
_________________
A2.06
4
_________________
A2.06
5
B.8C
55 SF
JANITOR
06
275 SF
BREAK ROOM
04
166 SF
WORK ROOM /
ATM
01 14'-6"16'-2 3/4"LEVEL 1
100'-0"
LEVEL 2
120'-5"
4
A2.03
_________________
1
5
A2.03
_________________
LOWER ROOF
113'-0"
PARAPET
116'-0"
32 3.2 4 5 63.4 3.8
2
A2.03
_________________
_________________
A2.04
1
_________________
A2.04
2 _________________
A2.04
3
_________________
A2.04
4
1.8 7
148 SF
MULTIPURPOSE
13
871 SF
LOBBY FLOOR
14
871 SF
LOBBY FLOOR
14
275 SF
BREAK ROOM
04
6.5
8
A4.06
_________________
9
A4.06
_________________
10
A4.06
_________________11
A4.06
_________________18'-2"_________________
A2.04
5
_________________
A2.04
6
JOB NO.
SHEET NUMBER
SUBMISSIONDATE
INCOMPLETE DOCUMENTS
FOR INTERIM REVIEW
ONLY. NOT FOR
REGULATORY APPROVAL,
PERMIT, OR CONSTRUCTION.
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
8/2/2024 5:12:57 PM
100% DESIGN DEVELOPMENT
A2.03
174941
BUILDING SECTIONS
ARCHITECT NAME
STATE REGISTRATION #
SCALE: 1/4" = 1'-0"4 N/S BUILDING SECTION
SCALE: 1/4" = 1'-0"3 E/W BUILDING SECTION - VESTIBULE
SCALE: 1/4" = 1'-0"5 N/S BUILDING SECTION1
SCALE: 1/4" = 1'-0"2 N/S BUILDING SECTION2
SCALE: 1/4" = 1'-0"1 E/W BUILDING SECTION1
A 10/18/23 DD CHECK SET
B 11/21/23 90% DESIGN DEVELOPMENT
C 12/20/23 100% DESIGN DEVELOPMENT
06/06/24 PRELIMINARY CITY REVIEW
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
ADDRESS: E RAMON AND CALLE SANTA,
PALM SPRINGS, CA 92264
08/02/24 CITY COMMENTS UPDATE
LEVEL 1
100'-0"
1
LOWER ROOF
113'-0"
PARAPET
116'-0"
2
_________________
A3.00
5
1.8
1'-6"2'-2"2'-4"10'-0" STOREFRONT R.O.STOREFRONT SYSTEM,
REF ELEVATIONS
WOOD LOOK PANELING,
FURRING, OVER RIGID
INSULATION,
SHEATHING, AND COLD
FORMED METAL STUD
TPO ROOFING SYSTEM
EIFS SOFFIT-YELLOW-
TO MATCH EIFS-2-REF
ELEVATIONS. PRICE
ALTERNATE FOR BRAKE
METAL.
_________________
A3.01
3
_________________
A3.01
1
16'-2 3/4"2'-0 7/8"LOWER ROOF
113'-0"
PARAPET
116'-0"
4
LEVEL 1
100'-0"
LOWER ROOF
113'-0"
PARAPET
116'-0"
5
_________________
A3.00
4
LEVEL 1
100'-0"
LOWER ROOF
113'-0"
PARAPET
116'-0"
_________________
A3.00
2
_________________
A3.00
5 3'-0"2'-6"REVEAL6"1'-10"8'-2" TO STOREFRONT R.O.EIFS, OVER RIGID
INSULATION,
SHEATHING, AND
COLD FORMED
METAL STUD
7
_________________
A3.01
2
5
A2.03
_________________
LOWER ROOF
113'-0"
PARAPET
116'-0"
5'-10"3'-0"RTU 6 1/2"TOP OF PARAPET
4
A2.03
_________________
LOWER ROOF
113'-0"
PARAPET
116'-0"
3
3'-6"
DSS -1 2 3/4"1'-10 1/4"TOP OF PARAPET LEVEL 2
120'-5"
G
LOWER ROOF
113'-0"
PARAPET
116'-0"
H E DF
1
A2.03
_________________
TOP OF SCREEN WALL
RTU
RTU
RTU
TOP OF PARAPET TOWER WALL SCREEN
3'-9"3'-0"10 3/64"3'-9"3'-0"3'-0"3'-9"4"7 3/4"2 3/4"JOB NO.
SHEET NUMBER
SUBMISSIONDATE
INCOMPLETE DOCUMENTS
FOR INTERIM REVIEW
ONLY. NOT FOR
REGULATORY APPROVAL,
PERMIT, OR CONSTRUCTION.
ARCHITECT SEAL
CURRENT SUBMISSION:
LEVEL5, LLC
2018 POWERS FERRY RD SE
SUITE 750
ATLANTA, GA 30339
PHONE (404) 761-0008
www.level5.com
SHEET NAME
8/2/2024 5:12:58 PM
100% DESIGN DEVELOPMENT
A2.04
174941
EAST WEST WALL
SECTIONS
ARCHITECT NAME
STATE REGISTRATION #
SCALE: 3/4" = 1'-0"1 E/W BUILDING SECTION1 - DETAIL AT STOREFRONT AND BROW
SCALE: 3/4" = 1'-0"2 E/W BUILDING SECTION1 - DETAIL AT MECHANICAL SCREENING
SCALE: 3/4" = 1'-0"3 E/W BUILDING SECTION1 - DETAIL AT MID. PARAPET
SCALE: 3/4" = 1'-0"4 E/W BUILDING SECTION1 - BREAK ROOM PARAPET
A 10/18/23 DD CHECK SET
B 11/21/23 90% DESIGN DEVELOPMENT
C 12/20/23 100% DESIGN DEVELOPMENT
06/06/24 PRELIMINARY CITY REVIEW
SCALE: 1/2" = 1'-0"5 ROOF RTU DETAIL
SCALE: 1/2" = 1'-0"6 DSS DETAIL AT ROOF
SCALE: 1/2" = 1'-0"7 ROOF RTU DETAIL
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
JOB NO.
SUBMISSIONDATE
CURRENT SUBMISSION:
174941
06/06/24 PRELIMINARY CITY REVIEW
ADDRESS: E RAMON AND CALLE SANTA,
PALM SPRINGS, CA 92264
08/02/24 CITY COMMENTS UPDATE