HomeMy WebLinkAbout2021-03-23 ARC Regular Meeting Agenda Packet CITY OF PALM DESERT
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AGENDA
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TUESDAY, MARCH 23, 2021 — 12:30 P.M.
ZOOM VIRTUAL MEETING
I. CALL TO ORDER
II. ROLL CALL
III. ORAL COMMUNICATIONS
In consideration of the current Coronavirus/COVID-19 Pandemic and pursuant
to California Governor Newsom's Executive Orders, Architectural Review
Commissioners may participate via teleconference.
Any person wishing to discuss any item not appearing on the agenda may address
the Architectural Review Commission via the Zoom session at this point by giving
his/her name and address for the record. Remarks shall be limited to a maximum of
three (3) minutes unless the Commission authorizes additional time.
Because the Brown Act does not allow the Commission to take action on items not on
the Agenda, members will not enter into discussion with speakers but may briefly
respond or instead refer the matter to staff for a report and recommendation at a future
Commission meeting.
Options for Public Participation:
Public comment may be received by email or voicemail from the time the agenda is
posted up until one (1) hour prior to the posted time of ineeting convening (11:30 a.m.).
Emails will be distributed for the record prior to the meeting. If the sender so requests,
the email will be read into the record during the virtual meeting. Emails shall be limited
to a maximum of three (3) minutes.
Email: planninq�a cityofpalmdesert.orq
Voicemails will be forwarded to the Architectural Review Commission at or near the
time they are received. If the sender requests, they may also be saved and played at
the appropriate point in the live meeting. Voicemails shall be limited to a maximum of
three (3) minutes.
Voicemail: (760) 776-6409
AGENDA
ARCHITECTURAL REVIEW COMMISSION MARCH 23, 2021
Via Zoom/teleconference: Please email ecej�cityofpalmdesert.orq to request the
Zoom meeting ID and password prior to meeting convening (until 11:30 a.m.).
IV. APPROVAL OF MINUTES
A. MINUTES of the Architectural Review Commission meeting of February 23, 2021.
Rec: Approve as presented.
V. CASES
A. FINAL DRAWINGS
1. CASE NO: MISC 21-0002
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request for an exception for a new carport 20 feet from back of curb.
APPLICANT AND ADDRESS: Josh and Stefanie Paquette
LOCATION: 74154 Peppergrass Street ZONE: R1
2. CASE NO: SARC 21-0003
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request to replace a monument sign for Bank of America.
APPLICANT AND ADDRESS: Empire Sign and Crane Service, 1500 W.
Embassy Street, Anaheim, CA 92802
LOCATION: 72820 EI Paseo ZONE: D
3. CASE NO: MISC 20-0008
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request for a fa�ade modification for Sundance, a new clothing retail store.
APPLICANT AND ADDRESS: Sundance, 3865 West 2400 South, Salt Lake
City, UT 84210
LOCATION: 73425 EI Paseo #110 ZONE: DO
B. PRELIMINARY PLANS
1. CASE NO: GPA/TTM/PP21-0001
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a
recommendation to approval of a General Plan Amendment, Tentative Tract
Map, and a Precise Plan (GPA/TTM/PP21-0001)for a 63-unit subdivision.
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AGENDA
ARCHITECTURAL REVIEW COMMISSION MARCH 23, 2021
APPLICANT AND ADDRESS: GHA Montage P.D., LLC / GHA Communities,
30-875 Date Palm Drive, Suite C-2, Cathedral City, CA 92234
LOCATION: APN's 694-300-001, -002, -005, -014, -015 ZONE: PR-20
2. CASE NO: PP 21-0004
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a
recommendation to the Planning Commission for approval of PP 21-0004 for a
270-unit apartment project.
APPLICANT AND ADDRESS: Pacific West Communities, Inc., 430 East State
Street, Suite 100, Eagle, ID 83616
LOCATION: APN 694-310-006 ZONE: PR-20
C. MISCELLANEOUS ITEMS
1. CASE NOS: PP 20-0010/TPM 38033
NATURE OF PROJECT/APPROVAL SOUGHT: Receive conceptual
comments on the project architecture for 48 units.
APPLICANT AND ADDRESS: Desert Luxury Apartments, 2755 S. Nellis
Boulevard, Suite 10, Las Vegas, NV 89121
LOCATION: 36000 Shepherd Lane ZONE: PR-5
VI. COMMENTS
VII. ADJOURNMENT
I hereby certify under penalty of perjury under the laws of the State of California that the
foregoing agenda for the Planning Commission was posted on the City Hall bulletin board not
less than 72 hours prior to the meeting. Dated this 18t" day of March 2021.
M�l�i.�vi,d�Go-vV.
Melinda Gonzalez, Recording Secretary
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CITY OF PALM DESERT
���'� ARCHITECTURAL REVIEW COMMISSION
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PRELIMINARY MINUTES
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TUESDAY, FEBRUARY 23, 2021 — 12:30 P.M.
ZOOM VIRTUAL MEETING
I. CALL TO ORDER
Chair Van Vliet called the meeting to order at 12:33 p.m. `
II. ROLL CALL
Present: Absent:
Chair Chris Van Vliet
Vice-Chair Karel Lambell joined meeting at 12:47 p.m.
Commissioner Allan Levin
Commissioner Michael McAuliffe
Commissioner Jim Mclntosh left meeting at 1:57 p.m.
Commissioner John Vuksic
Also Present:
Ryan Stendell, Director of Community Development
Russell Grance, Director of Building & Safety
Eric Ceja, Principal Planner
Kevin Swartz, Associate Planner
Nick Melloni, Assistant Planner
Wayne Olson, Senior Development Analyst
Monica O'Reilly, Management Specialist II
Melinda Gonzalez, Management Specialist I
III. ORAL COMMUNICATIONS
Principal Planner, Eric Ceja, advised the commission no comments or inquiries were
received by email or voicemail, prior to the meeting.
IV. APPROVAL OF MINUTES
A. MINUTES of the Architectural Review Commission (ARC) meeting of January 12,
2021.
Rec: Approve as presented.
PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021
Upon a motion by Commissioner Levin, seconded by Commissioner McAuliffe,
and a 5-0 vote of the Architectural Review Commission, the minutes were approved
with correction comments provided by Commissioner Levin. (AYES: Levin, McAuliffe,
Mclntosh, Van Vliet, and Vuksic; NOES: None; ABSENT: Lambell).
V. CASES
It should be noted, discussion on the following items can be viewed in their entirety
through audio or video by visiting the Architectural Review Commission Information
Center website at, https://www.cityofpalmdesert.orq/our-city/committees-and-
commissions/architectural-review-commission-information-center.
A. FINAL DRAWINGS
1. CASE NO: MISC 21-0001
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request for a fa�ade enhancement and minor addition to the existing Leeds
and Sons building on EI Paseo.
APPLICANT AND ADDRESS: PVG Architects, 44530 San Pablo Ave, Suite
200, Palm Desert, CA 92260
LOCATION: 73670 EI Paseo � ZONE: DO
Mr. Ceja advised the commission at this time Commissioner Vuksic would be
recused from this item. Commission Vuksic recused himself due to a conflict of
interest and left the meeting.
Associate Planner, Kevin Swartz, presented the item. Commission Van Vliet
inquired about height issues for the Rolex sign. Mr. Swartz replied the height is
within the requirements. Commissioner Levin inquired about the draining for the
overhead located at the stores entryway. The applicant advised a cricket will be
created for the overhead which will connect to existing overflow pipes that flow to
underground drainage.
Upon a motion by Commissioner McAuliffe, seconded by Commissioner
Mclntosh, and a 5-0 vote of the Architectural Review Commission, the request for
a fa�ade enhancement and minor addition for Case No. MISC 21-0001 was
approved as presented. (AYES: Levin, McAuliffe, Mclntosh, Van Vliet, and
Lambell; NOES: None; ABSENT: Vuksic).
2. CASE NO: MISC 21-0002
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request for an exception for a new carport 20 feet from back of curb.
APPLICANT AND ADDRESS: Josh and Stefanie Paquette
LOCATION: 74154 Peppergrass Street ZONE: R1
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PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021
Commissioner Vuksic rejoined the meeting. Associate Planner, Kevin Swartz
presented the item.
Commissioner Levin expressed concern that the carport does not qualify as such,
with five by seven feet of space between the trellises, which does not provide much
cover. Commissioner Mclntosh agreed it was pushing the limit to be considered a
carport. Discussion ensued on this matter, Vice Chair Lambell inquired about the
possibility of the homeowners placing something over the trellises for shade which
could degrade from exposure to the elements, becoming unsightly. She added the
applicant should consider closer spacing on the trellises.
Commissioner McAuliffe inquired about examples of other similar carports in the
City and recommended they make it a roof which provides shade for vehicles or
consider a waiver for the carport requirement. Chair Van Vliet observed the carport
appears too massive. Considering the size of the lumber, Chair Van Vliet
recommended the use of some type of laminated wood.
Upon a motion by Vice Chair Lambell, seconded by Commissioner Levin, and
a 6-0 vote of the Architectural Review Commission, Case No. MISC 21-0002, is
continued and subject to the following: 1) Consider comments made by the
Commission; 2) Consider using Laminated Wood; 3) The spacing between the
wooden slats needs to be filled in, or consider installing a solid roof top; 4)
Resubmit Plan. (AYES: Lambell, Levin, McAuliffe, Mclntosh, Van Vliet, and Vuksic;
NOES: None; ABSENT; None).
3. CASE NO: SARC 21-0002
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request to reface the existing monument sign for Life Storage.
APPLICANT AND ADDRESS: Swain Sign Inc., 1384 E. Fifth Street, Ontario,
CA 91764
LOCATION: 39700 Garand Lane ZONE: PC-2, FCOZ
Commissioner Levin informed the commission he currently rents a unit at Life
Storage. He recused himself from this item due to a conflict of interest and left the
meeting.
Assistant Planner, Nick Melloni presented the item. Mr. Melloni advised staff is
recommending approval with a request that the applicant work with staff to replace
missing landscape.
Upon a motion by Chair Van Vliet, seconded by Commissioner Mclntosh, and
a 5-0 vote of the Architectural Review Commission, Case No. SARC 21-0002 is
approved, subject to the following: 1) Applicant will review landscape with City
staff. (AYES: Lambell, McAuliffe, Mclntosh, Van Vliet, and Vuksic; NOES: None;
ABSENT; Levin).
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PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021
4. CASE NO: SARC 21-0003
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request to replace a monument sign for Bank of America.
APPLICANT AND ADDRESS: Empire Sign and Crane Service, 1500 W.
Embassy Street, Anaheim, CA 92802
LOCATION: 72820 EI Paseo ZONE: D
Commissioner Levine returned to the meeting. Assistant Planner, Nick Melloni,
presented the item. Commissioner Mclntosh commented the design feels
temporary and does not embody the idea of a monument. Commissioner Vuksic
agreed, noting the existing base does not work well with the proposed sign design.
Commissioner Mclntosh expressed concern that the sign has no association to the
existing building's architectural design. Vice Chair Lambell requested a visual of
the proposed design to get a better sense of how the sign relates to the building.
Commissioner McAuliffe observed the base is stucco and imprecise whereas the
sign is aluminum and precise; when put together is does not appear to relate well
with each other. Vice Chair Lambell noted there could be a potential maintenance
issue as the open design allows for the collection of debris between the sign
panels. Chair Van Vliet addressed the applicant, Ana Weber with Empire Sign and
Crane, and inquired as to whether she had enough design comments from the
commission, to which she replied affirmatively.
Upon a motion by Vice Chair Lambell, seconded by Commissioner Levin, and
a 6-0 vote of the Architectural Review Commission, Case No. SARC 21-0003, is
continued subject to the following 1) Consider comments provided by the
Commission; and 2) Resubmit Plan. (AYES: Lambell, Levin, McAuliffe, Mclntosh,
Van Vliet, and Vuksic; NOES: None; ABSENT; None).
5. CASE NO: SARC 21-0004
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request to replace a monument sign for St. John's Lutheran Church.
APPLICANT AND ADDRESS: Best Signs Inc., 1550 S. Gene Autry Trail, Palm
Springs, CA 92264
LOCATION: 42695 Washington Street ZONE: OP
Assistant Planner, Nick Melloni, presented the item. Mr. Melloni shared St. John's
Lutheran Church currently has a reader board which is no longer permitted under
the current ordinance code and will be replaced with a new monument sign which
meets code requirements. Staff is recommending approval as proposed. In
response to inquiry by Commissioner Mclntosh, Jim Cross with Best Signs,
provided additional information regarding the lighting for the sign. Mr. Cross also
noted there is a changeable insert panel on the sign should the need arise to
change the name on the sign.
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PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021
Upon a motion by Vice Chair Lambell, seconded by Commissioner McAuliffe,
and a 6-0 vote of the Architectural Review Commission, Case No. SARC 21-0004,
is approved as presented. (AYES: Lambell, Levin, McAuliffe, Mclntosh, Van Vliet,
and Vuksic; NOES: None; ABSENT; None).
6. CASE NO: MISC 20-0008
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request for a fa�ade modification for Sundance, a new clothing retail store.
APPLICANT AND ADDRESS: Sundance, 3865 West 2400 South, Salt Lake
City, UT 84210
LOCATION: 73425 EI Paseo #110 ZONE: DO
Assistant Planner, Nick Melloni, presented this item. Vice Chair Lambell, observed
the farade modification will include a large amount of reclaimed wood and
expressed concern as to how well this material will weather against the heat.
Applicant advised Sundance has a maintenance program which includes resealing
the storefront annually.
Commissioner Mclntosh commented the neutrality of the existing building is lost
with the fa�ade modification as proposed. He further commented the stone veneer
ending mid pier does not provide a good transition and negatively impacts the
overall continuity of the existing building's character. Commissioner Mclntosh
observed the proposed modification ending at the existing fascia does not
transition well and offered the consideration of braking the line of the roof to provide
separation from the other portions of the existing building.
In response to concern brought forth by commissioners regarding the right side
store front, City staff advised they have a good working relationship and
communication with the property owner and do not anticipate any issues working
with them to consider the concerns and comments offered by the commission.
Commissioner Levin observed the stone veneer columns are of varying widths.
Commission Vuksic stated he anticipates the widths of the columns will be
addressed with the applicant's consideration of how the columns and the neutral
piers will transition more organically, but noted there should be some order to the
columns.
Upon a motion by Commissioner Mclntosh, seconded by Commissioner
Vuksic, and a 6-0 vote of the Architectural Review Commission, Case No. MISC
20-0008, is continued subject to the following: 1) Consider comments provided by
the Commission; 2) Maintenance for the reclaimed wood must be done no less
than once a year; 3) Neutrality of piers should be maintained; 4)Applicant will work
with property owner on right side store front; 5) Work on transition of roof line into
existing fascia and 6)Widths of columns should be similar. (AYES: Lambell, Levin,
McAuliffe, Mclntosh, Van Vliet, and Vuksic; NOES: None; ABSENT; None).
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PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021
B. PRELIMINARY PLANS
1. CASE NO: PP 21-0003
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request to construct a 1,700-square-foot addition for a design showroom for
H3K Design.
APPLICANT AND ADDRESS: H3K Design, 501 S. Palm Canyon Drive, Palm
Springs, CA 92264
LOCATION: 74180 Highway 111 ZONE: DO
Commissioner Mclntosh, excused himself at 1:57 p.m. for the remainder of the
meeting due to a conflicting appointment. Associate Planner, Kevin Swartz,
presented the item.
Commissioner Levin inquired about access to the trash enclosure which was
located next to a handicap accessible parking spot. In response, Kevin, with H3K
stated Burrtec approved the layout of the space. Commissioner Vuksic inquired
about ADA access to the trash enclosure and told the applicant they may need to
adjust their layout to meet ADA requirements.
Commissioner Vuksic observed the east side of the building was a blank wall and
inquired about whether the lines translate to each other on all sides of the building.
He encouraged the applicant to consider the line work on the east side building to
tie it in to the other sides. Commissioner Vuksic asked that the details on the line
work be included in the applicant's final construction documents. Commissioner
Vuksic commented the parapets need to overlap a foot or more onto the existing
building to prevent the end of a parapet being exposed and to have good
interlocking between the buildings.
Chair Van Vilet commented the new addition is only six inches higher than the
existing building and feels it needs to be raised a foot or more above, to which
Commissioner Vuksic agreed. Commissioner Vuksic stated the joints in the plaster
need to be consistent around all three sides of the addition and there must be
some type of design with plaster joints on the east fa�ade.
Upon a motion by Commissioner Vuksic, seconded by Commissioner Levin,
and a 5-0 vote of the Architectural Review Commission, Case No. PP 21-0003, is
approved, subject to the following: 1) Consider comments made by the
Commission; 2) Information for the line work on the east side of the building must
be included in the final construction documents; 3) Parapet should overlap onto
existing building; and 4) New addition needs to be a foot or more higher than the
existing building. (AYES: Lambell, Levin, McAuliffe, Van Vliet, and Vuksic; NOES:
None; ABSENT; Mclntosh).
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PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021
2. CASE NO: PP 20-0005
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
request to construct a new two-story, four-unit apartment complex.
APPLICANT AND ADDRESS: Lindquist Development, PO Box 42135,
Portland, OR 97242
LOCATION: 74425 Abronia Trail ZONE: R-3
Assistant Planner, Nick Melloni, presented the item. Vice Chair Lambell inquired
about roof access, noting it needs to be included if it has not already been
considered. She further commented surface mounted drain spouts are generally
disliked and felt they should be built inside the structure.
Commissioner Levin inquired about access to get to parking spaces in the back of
the building, particularly in inclement weather as well as potential parking
restrictions for overFlow parking. Commission Levin reintroduced discussion on
roof access noting it may not be necessary as there are no roof mounted utilities.
In response to inquiry regarding solar requirements, Director of Building and
Safety, Russell Grance, stated based on the applicant's design they may be
required to have the roof"solar ready" or possibly "solar provided."
Commissioner Vuksic noted several items of concern including, lack of articulation
in the building; lack in depth for the windows and; the roof pitch is too steep.
Commissioner McAuliffe requested applicants provide a visual which indicates the
placement of utility items, trash enclosures and mailboxes to prevent these items
from being placed in an undesirable location.
Chair Van Vliet commented there may be no need for the surface mounted gutters
considering the pitch in the roof and the roof's gutter. Vice Chair Lambell advised
the applicant to consider how the elevated landscape will be watered and
maintained. She also reiterated the need for the window recesses to have more
depth to mitigate the suns exposure in the absent of an awning or some type of
coverage.
Commissioner McAuliffe noted the width for the drive aisle behind the parking area
appears to be short on clearance, typically needing a minimum of 24 feet. He
encouraged the applicant to speak with their engineer and the fire marshal to
ensure this clearance meets requirements.
Upon a motion by Vice Chair Lambell, seconded by Commissioner Levin, and
a 5-0 vote of the Architectural Review Commission, Case No. PP 20-0005, is
continued and subject to the following: 1) Consider comments made by the
Commission; 2) Recessed windows need more depth; 3) Lower roof pitch; 4)
Landscaping revision, particularly considering elevated landscaping; 5) Meet solar
requirements; 6) Removal of surface mounted drain spouts; 7) Iron rod wall revised
to solid block wall; 8) Addition of articulation architecture, avoiding landscape
features on building; and 9) Resubmit Plan. (AYES: Lambell, Levin, McAuliffe, Van
Vliet, and Vuksic; NOES: None; ABSENT; Mclntosh).
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PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021
C. MISCELLANEOUS ITEMS
1. CASE NOS: PP 20-0010/TPM 38033
NATURE OF PROJECT/APPROVAL SOUGHT: Receive conceptual
comments on the project architecture for 48 units.
APPLICANT AND ADDRESS: Desert Luxury Apartments, 2755 S. Nellis
Boulevard, Suite 10, Las Vegas, NV 89121
LOCATION: 36000 Shepherd Lane ZONE: PR-5
Associate Planner, Kevin Swartz, presented the item. Commission Levin requested
clarification as to whether the units were apartments or condominiums. The developer
replied they will be rented as an apartment but will be built as condominiums. In
response to the applicant stating utility equipment will be located on the outside of
the building and screened by landscape, Commissioner Levine advised landscape is
not an appropriate use for screening. Vice Chair Lambell requested the applicant
identify the roof material on the renderings as well as the location for roof top
equipment which could impact the architecture. She further commented the window
recesses need more depth to assist with mitigating sun exposure.
Chair Van Vliet observed the parapet will need to be raised to cover the roof top
equipment to approximately five feet. He further observed several sides of the
building appear flat and need some architecture and articulation added to the walls.
Commissioner Vuksic commented a metal roof may be more appropriate than a tiled
roof given the modern design of the building. He further commented looking at the
front design of the building there is too much going on but not much when looking at
all other sides. Commission Vuksic added the brick wainscot is not adequate
architecture and noted the eyebrow did not enhance the design. He further reiterated
the need for additional articulation and architecture for the design.
Commissioner McAuliffe concurred with Commissioner Vuksic's comments and
added the applicant should review the materials they are using, noting the brick
element is rarely used in the area. He further observed there is minimal to no
landscaping to soften the look of the front side of the central units and suggested
revisiting this area of the plan. Commission Levin stated applicant should revisit the
pool house design and possibly add windows. Commissioner Vuksic added there
needs to be more articulation to the architecture of the pool house and noted windows
may not be needed but if added above the doors may help with articulation.
No formal action was taken on this item as it was brought forth solely for
commissioner's comments to the applicant.
2. Training on Conflicts of Interest by Assistant City Attorney Craig Hayes.
Principal Planner, Eric Ceja, introduced Assistant City Attorney, Craig Hayes, and
advised the Commission attorney Hayes would reacquaint commissioners with
policies and procedures regarding conflicts of interest. Attorney Hayes provided the
presentation and answered questions posed by commissioners.
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PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021
VI. COMMENTS
Principal Planner, Eric Ceja, advised commissioners the next regular meeting of the
Architectural Review Commission will be cancelled. However, a study session
between the Planning Commission and Architectural Review Commission will be held
on the same date and time, March 9, 2021 at 12:30 p.m. to discuss
VII. ADJOURNMENT
With the Architectural Review Commission concurrence, Chair Van Vliet adjourned
the meeting at 4:09 p.m.
Melinda Gonzalez, Recording Secretary
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����� CITY OF PALM DESERT
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COMMUNITY DEVELOPMENT DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Kevin Swartz, Associate Planner
Date: March 23, 2021
Subject: MISC 21-0002 — New Carport 20 feet from Curb Exception at 74154
Peppergrass Street
Project Summary
This project was continued from the February 23, 2021, meeting. The Commission expressed
concern the proposed trellis did not meet the standards to be considered a carport as the
spaces between the structure were too wide and exposed with no meaningful coverage. The
applicant has revised the plans, and is proposing additional trellis rafters 4" in between the
beams to create more of a solid roof. The proposed carport is 20 feet from curb, approximately
460 square feet, and is designed to blend into the existing home while maintaining the
architectural style. The applicant is remodeling the existing home and converting the existing
carport into two bedrooms. In order to accommodate the carport some existing native
landscaping will be removed.
Zoning Ordinance Summary
The property is zoned R-1, and all residential homes are required to have two covered parking
spaces, with a front yard setback of 20 feet from property line. In older neighborhoods the zoning
ordinance encourages rehabilitation of older dwelling units and provisions for shaded parking by
allowing a carport structure 20 feet from curb. In approving such a setback, the Commission
must make a determination that a reduced setback will not have a negative impact on the
neighborhood and the design of the structure is compatible with the existing home.
Staff Recommendation
The design and scale of the proposed carport is compatible with the proposed remodel and
provides for a nice architectural feature. Installation of the proposed carport would not impact
the existing on-site circulation. Staff recommends approval of the proposal.
Attachment: 1. Exhibits Submitted by Applicant.
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741 54 PEPPERG RASS ST
PALM DESERT CA 92260
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GENERAL NOTES ABBREVIATIONS PALM DESERT CITY NOTES REFERENCE CODES SHEET INDEX
AB ANCHOR BOLT EXST EXISTING MWK MILLWORK TOF TOP OF FOOTING
A.F.F. ABOVE FlNISH FLOOR E� EXIERIOR N NORTH TaM TOP OF MASONRY 1. LANDSCAPING SHALL BE INSTALLED PRIOR TO REQUEST FOR FINAL INSPECTION. ALL ALL WORK DESCRIBED BY THESE PLANS ARE REQUIRED TO ADEQUATELY PERFORM
1. THESE DOCUMENTS HAVE BEEN PREPARED TO SECURE A BUILDING PERMIT, ENABLE ^c ASPHALTIC CONC FA FIRE AURM/FRESH AIR NA NOT APPLICABLE TOP TOP OF PAVEMENT/PARAPEf
Ai� A1R CONDITIONING FB FABRICATED/FABRIC N�� NOT IN CONTACT Tos TOP OF SLAB CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT CITY OF PALM THE WORK SHALL CONFORM TO ALL CURRENT CODES AND ORDINANCES WHICH
ACOUST ACOUSTICAL FC FACE OF CONC NO/ NUMBER TOW TOP OF WALL N O. T I T L E
PRICING BY SUBCONTRACTORS,AND TO FACILITATE CONSTRUCTION; THEY ARE NOT AD AREA DRNN/ACCE55 FD FLOOR DRAIN NOM NOMINAL N TELEVISION DESERT. BUSINESS LICENSE PRIOR TO PERMIT ISSUANCE PER PALM DESERT HAVE JURISDICTION OVER THIS PROJECT.
ADD ADDENDUM FDN FOUNDATION NS NELSON STUD NP TYPICAL
A0.1 ADJUSTABLE FE FIRE EXIINGUISHER NTS NOT TO SCALE UBC UNIFORM BUILDING CODE
TO BE CONSIDERED COMPLETE. THE QUALITY OF WORKMANSHIP THROUGHOUT A�E ��H,TE�TiEN�,NEER F.F. FINISH FLOOR oA o�a�� o� UNDERGROUND MUNICIPAL CODE, TITLE 5.
AFF ABOVE FlNISH ROOR FlN FINISH OBS OBSCURE UL UNDERWRITERS IABORATORIES 2019 MUNICIPAL CODE FROM PERMITTING CITY A'O.00 COVER SHEET
SHALL BE FIRST CLASS AND ALL MATERIALS SHALL MEET OR EXCEED NORMAL A��R AGGREGATE �c FIASHING o� oN�EN�R oNF UNFINISHED 2. ALL CONTRACTORS AND/OR OWNER-BUILDERS MUST SUBMIT A VALID CERTIFICATE OF CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (CAC)
ALT ALTERNATE FLUOR FLUORESCENT OD OVERFLOW DRAIN V VOLATGE
AWM ��Mw�M �R FLOOR aFa OWNER NRNISHED/ VAR ���Es WORKER'S COMPENSATION INSURANCE COVERAGE PRIOR TO THE ISSUANCE OF A PART 1, TITLE 24, CALIFORNIA BUILDING CODE OF REGULATIONS (CCR)
INDUSTRY STANDARDS. ANoo ANODIZED FO FINISH OPENING CONTRACTOR INSTALLED VAT NNri ASBESTOS TILE A-1 .10 EXISTING / NEW SITE PLAN
APPROP APPROPRIATE FOF FACE OF FlNISHING oFo OVERFLOW DRAIN �a VAPOR BARRIER/V1Nri BASE BUILDING PERMIT PER CALIFORNIA LABOR CODE, SECTION 3700. 2019 CALIFORNIA BUILDING CODE (CBC)
APPROX APPROXIMATE FOM FACE OF MASONRY OPG OPENING VERT VERTICAL
2. SITE WALLS, RETAINING WALLS, TRASH ENCLOSURES, CART PORTS, SITE LIGHTING, ^R�" ��H�TE�T�a� Fos FACE OF STUDS oPP OPPOSITE �E� �sT�a�� 3.APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) A-2.10 DEMOLITION FLOOR AND REMODEL FLOOR PLAN
AT ACOUI�CT¶RFL STONE FPW FREP OOFl GL PAR °°��� �N NRri THE CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION). HEALTH AND Based on the 2018 International Building Code (IBC)
TEMPORARY POWER POLES, EMERGENCY GENERATORS, GREASE INTERCEPTORS & �o � FIRE RATED PAa� PARTITION �P VENEER PUSTER
< �w��E FS FULL SRE/FlN SURFACE Pao PARTICLE BOARD �� VINri WALL COVERING SAFETY CODE, SECTION 5416. 2019 CALIFORNIA RESIDENTIAL CODE (CRC)
� AT/AT THE F.S. FILLER AND SFAUNT PC PLUMBING CHASE/PIECE W WATER/WOMEN/WIDE FIANGE PART 2.5, TITLE 24, CALIFORNIA CODE OF REGULATIONS CCR A-3.10 EXISTING / N EW ROOF PLAN
AND SPRAY BOOTHS REQUIRED SEPARATE SUBMITTALS,APPROVALS AND PERMITS. e°�M BITUMINOUS �R FLEX�IBLE SHEET ROOFING PERIM PERIMETER wa WOOD BASE 4. CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER Based on the 2018 International Residential Code (IRC) � �
a�o� BUILDING � FooT PL PROPER7Y LINE wa� WOOD BLOCKING CLEANUP OF ALL BUILDING MATERIALS. ORDINANCE NO. 262 OF THE PALM DESERT
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL a� BLOCK �� FOOTING P�,M PLASTIC LAMINATE w� WATER CLOSET CALIFORNIA ELECTRICAL CODE CEC� A-4.10 EXISTING / NEW EXTERIOR FRONT ELEVATION
BLKG BLOCKING NRR FURRING PIAS PIASTER WD WOOD M U N I C I PAL CO D E. 2019 �
a� a�k� G GAS/GUTTER G P�ec PLUMBING wF WIDE FUNGE PART 3, TITLE 24, CALIFORNIA CODE F REGULATIONS (CCR) CITY APPROVAL
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. BM 8�,, A �A��E P�� PLYWOOD WH WATER HEATER 5. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR Based on the 2017 National Electrical Code (NEC) A-4.11 NEW STREET FRONT ELEVATION
BOT BOTfOM GALV GALVANIZED PNL PANEL WI WROUGHT IRON
4. WHERE DISCREPANCIES EXIST BETWEEN THE ARCHITECTURAL DRAWINGS AND THE BP BRICK PAVERA ca GIRDER BEARING/GRAB BAR PNT PaNT w�o wiTHour WHICH THE PERMIT IS ISSUED.ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED \
BR BRONZE GC GENERAL CONTRACTOR PR PNR Wp WATERPROOFlNG/WORKING PT CALIFORNIA MECHANICAL CODE CMC�
eRc BFARING ��� GUSS FlBER REINF CONC PROP PROPER7Y wP� WEAKENED PUNE JOINT FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH 2O19
STRUCTURAL DRAWINGS, THE ARCHITECTURAL DRAWINGS WILL GOVERN IN BRGG BRACING �� GALVANIZED IRON PSF POUNDS PER SQ FT WR WATER RESISTANT PART 4, TITLE 24, CALIFORNIA CODE O REGULATIONS (CCR)
aRK BRICK �� �,�5 PSL POUNDS PER LINEAL INCH ws�T WAINSCOTT THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITIO Based on the 2018 Uniform Mechanical Code (UMC)
BRKT BRACKEf GLB GLU-lAM BEAM PT POINT
'M WEIGHT
PTD PAINTED
MATTERS OF AESTHETIC DETAILS. THE STRUCTURAL DRAWINGS WILL GOVERN IN BTM'N BETM+EEN cNo GROUND wwF WELDED WIRE FABRIC AT ALL TIMES. PALM DESERT MUNICIPAL CODE, CHAPTER 8.02. 2019 CALIFORNIA PLUMBING CODE (CPC�
BU BUILT-UP GR GRADE PUE PUBLIC UTILItt EASEMENT yry�M WELDED WIRE MESH
aw BOTH WAYS �R� GUSS REINF GYPSUM �vMT PAVEMENT X �, 6. ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINANCE NO. 1217.
MATTERS OF STRUCTURAL INTEGRITY. � CHANNEL �,� GYPSUM aT ouu�av n�e PART 5, TITLE 24, CALIFORNIA COD OF REGULATIONS (CCR)
CAB CABMET ��ao GYPSUM BOARD QUAINT oo�wT�n cE� EXISTING ITEM ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MIN. OF 4
CAAIB CAMBER HB HOSE BIB R RISER (N) NEW OR PROPOSED ITEM Based on the 2018 Uniform Plumbing Code (UPC)
5. THE MECHANICAL, ELECTRICAL, PLUMBING, FLOOR FINISH,AND REFLECTED CEILING ca CATCH BASIN/CHALKBOARD Hc HOLLOW CORE/HANDICAP �p ��US aR INCHES HIGH WITH A MINIM STROKE WIDTH OF%2 INCH. CRC R319 CALIFORNIA ENERGY CODE
C/C CENTER TO CENTER HD HEFD RB RESILIENT BASE 2019
SHEETS ARE TO BE USED BY THOSE CONTRACTORS ONLY. THE FLOOR PLAN LAYOU CER �ER�� HDRD HEADERARD RCMU REINF CONC MAS UNIT CONSTRUCTION HOURS: PART 6, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
�F ��a��� HDWD HARDWOOD RD ROUND/ROOF DRAIN OCTOBER 1 THRU APRIL 30: CALIFORNIA FIRE CODE CFC
SHOWN ON THE ARCHITECTURAL FLOOR PLAN HAS PRECEDENCE OVER THESE COMPRESSIBLE FlLLER HDWR HARDWARE REF REFRIGERATOR/REFERENCE 2019 � )
CFM CUBIC Ff.PER MINUTE HGR HANGER REFL REFLECTED MONDAY- FRIDAY; 7:00 A.M. -5:30 P.M.
�� CAST IRON HM HOLLOW METAL RE� REGUUR PART 9, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
SHEETS. � CONTROL JOINT HORIZ HORIZONTAL RF ROOF SATURDAY; 8:00 A.M. -5:00 P.M. Based on the 2018 International Fire Code (IFC)
CL CENTER HP HIGH POINT REGIS REGISTER SUNDAY; NOT ALLOWED
CLG CEILING HR HOURS(FIRE RATING) RGL REGLEf
6. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR IS TO FIELD VERIFY ALL CLKG �,o�K�N� Hs HIGH STRENGTH REINF REINFORCING HOLIDAYS; NOT ALLOWED 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
CLO CLOSEf HTG HEATING REQD REQUIRED
CLR CLEAR(ANCE) Hw HaT waTeR RESIL RESILIENT MAY 1 THRU SEPTEMBER 30: PART 11, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
DIMENSIONS PRIOR TO COMMENCING WORK. IF DISCREPANCIES ARISE, CONTACT cMu caNCR�re MnsoNav uN�r �o INSIDE DIAMETER I R� REVISION
CND CONDUIT MBED IMBEDDED/IMBEDMENT RM ROOM MONDAY- FRIDAY; 6:00 A.M. -7:00 P.M.
CNTR COUNTER IN INCH RO ROUGH OPENING SATURDAY; 8:00 A.M. -5:00 P.M.
THE ARCHITECT IMMEDIATELY FOR RESOLUTION. �o CLEANOUT/CLEAR OPENING w�AN INCANDESCENT Rs ROUGH SAWN
C.O. CASED OPENING INCL INCLUDED RT RIGHT SUNDAY; NOT ALLOWED
COL COLUMN WSTL INSTALLED RWD REDWOOD
7. TEMPORARY SANITARY TOILET FACILITIES SHALL BE PROVIDED BY THE GENERAL COMP COMPACTED/COMPOSITE �NSo� INSUlATION Rw� WJN WATER LEADER HOLIDAYS; NOT ALLOWED
CONC CONCREfE INT INTERIOR
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. coNN CONNECTION �N� �N�Ea� � SOLIDLCORE 8. VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER PALM DESERT
CONST CONSTRUCTION IRRIG IRRIGATION SCHED SCHEDULE P ROJ ECT I N FO RMAT I 0 N
CONT CONTINUOUS/CONTINUE JB JAMB/JUNCTION MUNICIPAL CODE SECTION 9.24.070
8. PROVIDE ENERGY EFFICIENT PLUMBING FIXTURES AS REQUIRED BY THE CALIFORNIA CONTR CONTRACTOR �n �o�n So STORM DRAIN/SOAP DISPENSER
co�v caN�N�eNce �T JOINT s�` S��oN 9. HOT MOPPED SHOWER PAN SHALL BE INSPECTED UPON COMPLETION OF HOT AN ADDITION
CP CEMENT PIASTER KD KILN DRIED
GREEN CODE. caT caRP�r KIP �aao�as. sew SEWER MOPPING AND SHALL BE FILLED WITH WATER FOR INSPECTION. LOT LOT 1 1
CSK COUNTERSUNK KIT KITCHEN SF SQUARE FEEf
�T �Ewu„�n�E KP KICK PIATE SH SINGLE HUNG 10. CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING
9. WAIVER LIENS: THE OWNER SHALL BE ENTITLED TO THE WAIVER OF LIENS FROM ALL �� oENTER ksF KIPS PER SQ FT SHR SHOWER
�� ��8,� ks� KIPS PER SQ IN SHT SHE� FIXTURE OR APPROVED DISPOSAL AREA. REFER TO CMC SECTION 310 FOR APN 625-1 81 -008 FOR
CY CUBIC YARDS LAM UAIINATE SHTG SHEATHING
SUBCONTRACTORS AT THE TIME OF COMPLETION OF THEIR WORK. ALL WAIVER LIEN d PENNY NAIL �nT� w,�aa� s�M s�M�u� ADDITIONAL REQUIREMENTS FOR CONDENSATE DRAINAGE PIPING. C
DB DECK BFARING lAV IAVATORY SL SILL LOT AREA 7�840.8 SQ.I T.
FORMS MUST BE RECEIVED BY THE OWNER PRIOR TO FINAL PAYMENT. oa� DOUBLE LBS POUNDS SM SHEET METAL 11. DEVICES INSTALLED FOR THE PREVENTION OF BACKFLOW OR BACK SIPHONAGE PAQ U ETT E R E S I D E N C E
o� DEFORMED BAR ANCHOR �� ���o� SPEC SPECIFlCATION SHALL CONFORM TO CPC SECTION 603. ALL HOSE BIBS ARE TO BE PROVIDED WITH
DEG DEGREE LLH LONG LEG HORIZONTAL C 0 N ST R U CTI 0 N TY P E V-B
10. SUBSTITUTIONS, REVISIONS, OR CHANGES MAY BE ALLOWED ONLY IF SUCH ITEMS o�r DETAIL ��� LONG LEG VERTICAL S&R SHELF AND ROD
oF DRINKING FOUNTNN �o� LOCATION BACKFLOW/ANTI-SIPHON VALVE.
S.S. STAINLESS STEEL
ARE SUBMITTED TO DESIGNER IN A TIMELY MANNER IN WRITING AND SUBSEQUENTL o�� o��o� �T �HTi�E� sTA STATIONUBE COLUMN 12. WHERE ANY 2"VENTS RUN HORIZONTALLY THROUGH WALL STUDS, THE MINIMUM OCCUPANCY TYPE R-3
DIM DIMENSION M MEN'S TOILEf STAG STAGGER
APPROVED BY THE DESIGNER IN WRITING. oN DOWN Mns MasoNav sTo STANDARD STUD SIZE OF 2x6 SHALL BE USED FOR THAT PLUMBING WALL.
DR DOOR MAR MATERIAL STIFF STIFFENER
owR DRAWER M� �,MOM ST� �E� 13. UPON COMPLETION OF THE INSTALLATION OF INSULATION, A CARD CERTIFYING THAT SPRINKLERS N� 74154 PEPPERGRASS ST
os DOWNSPOUT Mo MEDICINE CABINET STo now,�E THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENT
11. RESOLUTION OF ALL QUESTIONS, OR VARIANCES MUST BE THROUGH THE ow DRYWALL ME�H ME�H�w��A� STR��T STRUCTURAL/STRUCNRE (E� STORIES 1
DWG DRAWING MEMB MEMBRANE SUSP SUSPENDED/SUSPENSION
owP DRYWALLPAINTED ME�Z MEZZANINE OF THESE REGULATIONS SHALL BE COMPLETED BY THE INSULATION APPLICATOR PALM DESERT CA 92260
ARCHITECT BY WRITTEN NOTICE, CHANGE ORDER ETC. PHONE CONVERSATIONS ow� DOWEL MF� MANUFACTURER �M �M���
�a �ncH MH MAN HOLE �T �EM AND BY THE BUILDER. THIS INSULATION COMPLIANCE CARD SHALL BE POSTED AT A �
EC EXPOSED CONST MIN MINIMUM/MINUTE
ARE NOT ACCEPTABLE. E�P EXPOSED CONST PAINTED MIR MIRROR T&e TOP AND BOTTOM CONSPICUOUS LOCATION WITHIN THE DWELLING.
EF EXHAUST FAN MISC MISCELLWEOUS TB TOWEL BAR/TACKBOARD
12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO elFs EX�IN ULFlNISH SYSTEM ML&P METAL IATFi AND PUSTER T� OILETHEX�HAUST 14. NOTIFY DIG ALERT, A FREE PUBLIC SERVICE PROVIDED BY UNDERGROUND SERVICE �E� MAIN HOUSE 1 ,1 42 SQ. FT
EJ EXPANSION JOINT MLDG MOULDING TE� TELEPHONE ALERT OF SOUTHERN CALIFORNIA, @ 811 PRIOR TO ANY EXCAVATION.
COMMENCING WORK.ANY VARIANCES ARE TO BE REPORTED TO THE ARCHITECT E�� ELECTRICAL MNr MauNr TEMP TEMPERED/TEMPORARY
E� ELEVATION Mo MASONRY OPENING T&� TONGUE AND GROOVE 15. THE CITY BUILDING INSPECTOR HAS THE AUTHORITY TO REQUEST FULLY REVISED (E� GUEST HOUSE 400 SQ. FT. COV E R S H E ET
EP EPO%Y PA1NT MR MOISTURE RESISTANT THK THICKNESS
IMMEDIATELY FOR RESOLUTION. Ea EOUAL Mro MOUNTED THR TFiRESHOLD PLAN SHEETS WITH ALL FIELD CHANGES CLOUDED WITH DELTAS TO BE SUBMITTED
EQUIP EOUIPMENT Mn MEfAL/MANTLE Tac� TOPOFITEM (E) CARPORT CONVERSION 415.5 SQ. FT.
13. THE CONTRACTOR IS TO PROVIDE SAMPLES OF ALL FINISH MATERIALS TO DESIGNER EXP 8 EXPANSION/BOLaSED Mu� MUWON To� TOP OF CONC/CURB FOR CITY PLAN REVIEW WHEN HE/SHE DETERMINES THE NUMBER OF FIELD
REVISIONS WARRANT SUCH A REQUEST TO (NEW�LIVING SPACE
FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. SCALE: N.T.S.
14. UPON SUBSTANTIAL COMPLETION OF THE WORK, THE CONTRACTOR SHALL NOTIFY TOTAL NEW LIVING SPACE 1 ,936 SQ. FT.
THE DESIGNER WHO SHALL THEN COMPILE A"PUNCH LIST" OF CORRECTIONS. THE REFERENCE SYMBOLS PROJECT TEAM (N� CARPORT 486.5 SQ. FT.
ARCHITECT'S FINAL ACCEPTANCE OF THE PUNCH LIST WILL BE CAUSE FOR FINAL N0. DESCRIPTION DATE
PAYMENT TO THE CONTRACTOR.
",�'_',�'_',�'_',�'_',�'_',� EARTH Q� INDICATESDOOR BUILDING COVERAGE 24.9�
15. THE CONTRACTOR SHALL LEAVE THE PREMISES AND ALL AFFECTED AREAS CLEAN ------ JOSH AND STEF PAQUETTE
AND IN AN ORDERLY MANNER READY FOR MOVE-IN. THIS IS TO INCLUDE CLEANING GRAVEL 74154 PEPPERGRASS ST OWNER
O� INDICATES WINDOW PALM DESERT, CA 92260
OF ALL GLASS, METAL OR WOOD FRAMES AND CARPETS. � GRASS PH: 602-350-4561
16. ALL FLOORS ARE TO BE LEVELED, FILLED, AND SWEPT BROOM CLEAN BY THE � CONCRETE ---
ID INTERIOR FIMISH KEYNOTE
CONTRACTOR. CONCRETE MASONRY UNIT
17. DUST PROTECTION: ALL DIRT OR DUST PRODUCING OPERATIONS SHALL BE � WOOD FINISH �4 MATERIAL KEYNOTE SCOPE OF WORK VICI N ITY MAP
PARTITIONED AND SEALED OFF FROM THE STREET AND/OR PUBLIC SPACE BEFORE �
BEGINNING WORK. � PLYWOOD 100'-0" ELEVATION MARKER ILYA BOURIM I I I
F.F. ELEV. �a,RREo, sr.
18. DEBRIS: TRASH AND DEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED AND THE � FRAMING MEMBER E-MAIL: ilya@bnbdesigners.com ARCHITECT REMODEL OF GUEST HOUSE.
SITE SHALL BE MAINTAINED REASONABLY NEAT, CLEAN, AND HAZARD FREE DURING � WOOD BLOCKING ADDITION OF 2 BEDROOM UNDER EXISTING CARPORT. These drawings are an instrument of service and
NO CONSTRUCTION OF NEW CARPORT. remain the property of the designer. They are
THIS PHASE OF THE WORK. BURNING OF TRASH OR DEBRIS SHALL NOT BE � RIGID INSULATION(SECTION) HEE BUILDING SECTION CUT B�,B D e s i g n G r o u p t��. not to be reproduced or altered in any way, nor
PERMITTED AT THE SITE. � SHADOW MOUNTAIN oR. disclosed or assigned to any third party
STONE without the express written permission of
19. THE CONTRACTOR IS TO ASSESS THE EXISTING SITE CONDITIONS PRIOR TO BID AND STEEL B & B Des ign Group Inc.
REMOVE EXISTING TREES, SHRUBS, PAVING, CHAIN LINK FENCES, SITE WALLS,AND � O -GRIDLINE B&B Design Group CANDLEWOOD sr.
GLASS 42920 CABALLEROS DR
APPROPRIATELY CAP OFF ABANDONED UTILITY LINES AS REQUIRED FOR A BERMUDA DUNES CA
COMPLETE JOB WHETHER OR NOT SPECIFICALLY LISTED. � STUCCO/STONE DESIGNER _ _
NO pETAi�ca��ouT ARCHITECT: ILYA BOURIM C-38497 :� �p ARC �
20. IF ALTERATIONS OF AN EXISTING SINGLE ELEMENT, WHEN CONSIDERED TOGETHER, HEE cHicoRv sr. cHicoRv sT. � S ti���
0 woo�sTu�wA�� . /%����. BO(��i�'�.C�
AMOUNT TO AN ALTERATION OF A ROOM OR SPACE IN A BUILDING OR FACILITY, THE ,,j �,� WATER(suRFacE) � /� 3 DESIGNER: ;,�v �� �i �
ENTIRE ROOM OR SPACE SHALL BE MADE ACCESSIBLE. CBC SECTION 11B-202.3.3 5 � WATER(sEcrioN) NO SEPARATE PERMITS � DEFERRHLS � z � '���
21. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR,ARCHITECT OR HEET ELEVATION CALLOUT �, o � SITE CHICORY ST. � DRAFTER: �sM I I* *
I I I I I I I RIGID INSULATION(PLAN) SEPARATE PERMITS: o � w m '�,1 C-38497
ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST � a a
BATT INSULATION SWIMMING POOL, SPA, FOUNTAIN, SITE RETAINING WALLS, BLOCK WALLS, DETACHED � g PROJECT N0: ooao \,
PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL � F-1 F�RE RAT�N�TA� ����C Oti'� ���
TRELLIS, BBQ, GRADING AND LANDSCAPE ARE NOT PART OF THIS PERMIT AND REQUIRE � � �y�, N�613�12 Q-
STRUCTURAL � o PEPPERGRASS ST. PEPPERGRASS ST. �
APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN SEPARATE PERMIT. � a
X'-XX" A.F.F. CEILING HEIGHTTAG � �\\F CA�-��,��
DATE: os.�2.202� _ ,,
IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3 �
DEFERRED SUBMITTALS:
22. COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2019 ENERGY NOTE 1 KEYNOTE BUBBLE � REVISION CLOUD NONE
EFFICIENCY STANDRADS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED FAIRWAY DRIVE
SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL SHALL BE SUBMITTED TO THE SHEET:
AND DATED COPIES OF THE APPROPRIATE CF1 R, CF2R AND CF3R FORSM SHALL BE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW �
MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDINGS INSPECTOR REVIEW. THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING TH T �
DE VOE 42-238 EVEREST DR THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEW AND THAT THEY HAVE BEEN m OLD PROSPECTOR TRAIL
FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER INDIO, CA. 92203 MECHANICAL FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE � �
MECHANICAL DESIGN
Ph: (760)880-8365 DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND g •
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. m
SCALE: N.T.S.
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These drawings are an instrument of service and
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SCALE: SCALE: disclosed or assigned to any third party
EXISTING/ DEMOLITION FLOOR PLAN A NEW FLOOR PLAN B without the express written permission of
3/16"- 1'-0" 3/16"- 1'-0" B & B Design Group Inc.
DEMO NOTES NEW CONSTRUCTION NOTES WALL LEGEND
D1 EXISTING EXTERIOR GLAZING, WINDOW AND FRAME TO BE 01 NEW WALL PER WALL LEGEND. 10 NEW COUNTER, CABINET AND PLUMBING FIXTURES. EXISTING 2x FRAMED WALL TO BE REMOVED ARCHITECT: ILYA BOURIM C-38497 !R�
REMOVED. — — — — — /%S B H/T
�D2 EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED. �2 NEW SLIDING GLASS DOOR, FRAME AND HARDWARE PER 11 NEW TOILET, RELOCATE EXISTING PLUMBING AS NECESSARY EXISTING 2x FRAMED WALL TO REMAIN DESIGNER: jv�/�yPv• OU�i��j`
DOOR AND WINDOW SCHEDULE. �
12 NEW CLOSET POLE AND SHELF NEW 2x6 WOOD STUDS @ 16"O.C. ;�I
D3 EXISTING EXTERIOR FLAT WORK,PLANTER AND CONCRETE 03 NEW DOOR, FRAME AND HARDWARE PER DOOR AND WINDOW DRAFTER: �sM I I� �
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OD4 EXISTING GATE TO BE REMOVED. 04 NEW GLAZING PER DOOR AND WINDOW SCHEDULE. 14 NEW ROOF BATT INSULATION PER TITLE 24. \��.
O O ALL EXTERIOR WALLS TO RECEIVE R-21 BATT INSULATION. PRO�ECT NO: 0000 ,, cn�,\F Oti� ��Q-
D5 EXISTING 2x WALL TO BE REMOVED. ��V"9T N� 06/301� �
05 NEW CONCRETE SLAB AND CONCRETE STEPS, SEE 15 NEW WALL BATT INSULATION PER TITLE 24. ALL INTERIOR WALLS TO RECIVE 5/8" GYP. BOARD @ INTERIOR F`OF CAL�F�
STRUCTURAL DATE: 03.�2.202�
D6 CUTBACK TRELLIS RAFTER OVERHANG. �g __ FACE. ---
06 NEW FLOORING TO MATCH EXISTING. PROVIDE 2 LAYERS OF
D7 EXISTING SHOWER ENCLOSURE AND PAN TO BE REMOVED "RED GUARD"WATER PROOFING AND CRACK PREVENTION OR
AND REPLACED BY LARGER SHOWER. APPROVED EQUAL. ABBREVIATIONS SHEET:
D8 CABINET AND PLUMBING FIXTURES TO BE REMOVED. 07 NEW 7/8" CEMENT PLASTER OVER METAL LATH &2 LAYER OF
BLDG. PAPER. COLOR AND FINISH TO MATCH EXISTING. T.O.S. TOP OF SHEATHING T.O.W. TOP OF WALL
D9 TOILET TO BE REMOVED AND PLUMBING TO BE RELOCATED. T.O.F TOP OF FASCIA T.O.P. TOP OF PARAPET
08 EXISTING ROOF WITH BUILT UP ROOF TO REMIAN. REPAIR AS T.O.B. TOP OF BEAM T.O.G. TOP OF GLASS �
� CLOSET POLE AND SHELVES TO BE REMOVED. NECESSARY. T.O.M. TOP OF SHEET METAL ELEV. GRADE ELEVATION •
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CITY APPROVAL
SCALE:
EXISTING / DEMO FRONT ELEVATION A
3/8"- 1'-0"
EXISTING RESIDENCE ADDITION
°$ °4 °$ °' 04 AN ADDITION
FOR
PAQUETTE RESIDENCE
_ _ _ � 74154 PEPPERGRASS ST
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These drawings are an instrument of service and
remain the property of the designer. They are
not to be reproduced or altered in any way, nor
SCALE: disclosed or assigned to any third party
NEW FRONT ELEVATION B without the express written permission of
3/8"- 1'-0" B & B Design Group Inc.
DEMO NOTES NEW CONSTRUCTION NOTES WALL LEGEND
D1 EXISTING EXTERIOR GLAZING, WINDOW AND FRAME TO BE O O ARCHITECT: ILYA BOURIM C-38497 �'
01 NEW WALL PER WALL LEGEND. 10 NEW COUNTER, CABINET AND PLUMBING FIXTURES. EXISTING 2x FRAMED WALL TO BE REMOVED %ED ARC \
REMOVED. — — — — — � �S H�
; �, v. Bo� T�
D2 EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED. 02 NEW SLIDING GLASS DOOR, FRAME AND HARDWARE PER 11 NEW TOILET, RELOCATE EXISTING PLUMBING AS NECESSARY EXISTING 2x FRAMED WALL TO REMAIN DESIGNER: �j;G��y P ��2i��
DOOR AND WINDOW SCHEDULE.
12 NEW CLOSET POLE AND SHELF NEW 2x6 WOOD STUDS @ 16"O.C. �I
D3 EXISTING EXTERIOR FLAT WORK,PLANTER AND CONCRETE 03 NEW DOOR, FRAME AND HARDWARE PER DOOR AND WINDOW DRAFTER: �sM I I� �
STEPS TO BE REMOVED. SCHEDULE. �3 NEW SHELVING NEW 2x4 WOOD STUDS @ 16"O.C. ',,I, C-38497
D4 EXISTING GATE TO BE REMOVED. 04 NEW GLAZING PER DOOR AND WINDOW SCHEDULE. 14 NEW ROOF BATT INSULATION PER TITLE 24. PRO�ECT NO: 0000 \�\cS� ,� �Q-
ALL EXTERIOR WALLS TO RECEIVE R-21 BATT INSULATION. �'�F oti �
D5 EXISTING 2x WALL TO BE REMOVED. ����"9T N� 06I301� �
05 NEW CONCRETE SLAB AND CONCRETE STEPS, SEE 15 NEW WALL BATT INSULATION PER TITLE 24. �� F O
STRUCTURAL ALL INTERIOR WALLS TO RECIVE 5/8" GYP. BOARD @ INTERIOR DATE: 03.�2.202� \�F CAL��
D6 CUTBACK TRELLIS RAFTER OVERHANG. --- �
16 -- FACE.
06 NEW FLOORING TO MATCH EXISTING. PROVIDE 2 LAYERS OF
D7 EXISTING SHOWER ENCLOSURE AND PAN TO BE REMOVED "RED GUARD"WATER PROOFING AND CRACK PREVENTION OR
AND REPLACED BY LARGER SHOWER. APPROVED EQUAL. ABBREVIATIONS SHEET:
D8 CABINET AND PLUMBING FIXTURES TO BE REMOVED. 07 NEW 7/8" CEMENT PLASTER OVER METAL LATH &2 LAYER OF
BLDG. PAPER. COLOR AND FINISH TO MATCH EXISTING. T.O.S. TOP OF SHEATHING T.O.W. TOP OF WALL
pg TOILET TO BE REMOVED AND PLUMBING TO BE RELOCATED. T.O.F TOP OF FASCIA T.O.P. TOP OF PARAPET
08 EXISTING ROOF WITH BUILT UP ROOF TO REMIAN. REPAIR AS T.0.6. TOP OF BEAM T.O.G. TOP OF GLASS �
� CLOSET POLE AND SHELVES TO BE REMOVED. NECESSARY. T.O.M. TOP OF SHEET METAL ELEV. GRADE ELEVATION �
� REMOVE AND RELOCATE THE ELECTRICAL PANELS pg NEW SHOWER ENCLOSURE A.F.F. ABOVE FINISH FLOOR F.F. FINISH FLOOR
O (E) EXISTING ITEM (N) NEW ITEM
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SCALE:
NEW STREET FRONT ELEVATION WITH CARPORT C
3/8"- 1'-0"
AN ADDITION
FOR
PAQUETTE RESIDENCE
74154 PEPPERGRASS ST
PALM DESERT, CA 92260
EXTERIOR ELEVATIONS
SCALE: AS NOTED
N0. DESCRIPTION DATE
These drawings are an instrument of service and
remain the property of the designer. They are
not to be reproduced or altered in any way, nor
disclosed or assigned to any third party
without the express written permission of
B & B Design Group Inc.
DEMO NOTES NEW CONSTRUCTION NOTES WALL LEGEND
D1 EXISTING EXTERIOR GLAZING, WINDOW AND FRAME TO BE O O ARCHITECT: ILYA BOURIM C-38497 �'
01 NEW WALL PER WALL LEGEND. 10 NEW COUNTER, CABINET AND PLUMBING FIXTURES. EXISTING 2x FRAMED WALL TO BE REMOVED %ED ARC \
REMOVED. — — — — — � �S H�
; �, v. Bo� T�
D2 EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED. 02 NEW SLIDING GLASS DOOR, FRAME AND HARDWARE PER 11 NEW TOILET, RELOCATE EXISTING PLUMBING AS NECESSARY EXISTING 2x FRAMED WALL TO REMAIN DESIGNER: �j;G��y P ��2i��
DOOR AND WINDOW SCHEDULE.
12 NEW CLOSET POLE AND SHELF NEW 2x6 WOOD STUDS @ 16"O.C. �I
D3 EXISTING EXTERIOR FLAT WORK,PLANTER AND CONCRETE 03 NEW DOOR, FRAME AND HARDWARE PER DOOR AND WINDOW DRAFTER: �sM I I� �
STEPS TO BE REMOVED. SCHEDULE. �3 NEW SHELVING NEW 2x4 WOOD STUDS @ 16"O.C. ',,I, C-38497
D4 EXISTING GATE TO BE REMOVED. 04 NEW GLAZING PER DOOR AND WINDOW SCHEDULE. 14 NEW ROOF BATT INSULATION PER TITLE 24. PRO�ECT NO: 0000 \�\cS� ,� �Q-
ALL EXTERIOR WALLS TO RECEIVE R-21 BATT INSULATION. �'�F oti �
D5 EXISTING 2x WALL TO BE REMOVED. ����"9T N� 06I301� �
05 NEW CONCRETE SLAB AND CONCRETE STEPS, SEE 15 NEW WALL BATT INSULATION PER TITLE 24. �� F O
STRUCTURAL ALL INTERIOR WALLS TO RECIVE 5/8" GYP. BOARD @ INTERIOR DATE: 03.�2.202� \�F CAL��
D6 CUTBACK TRELLIS RAFTER OVERHANG. --- �
16 -- FACE.
06 NEW FLOORING TO MATCH EXISTING. PROVIDE 2 LAYERS OF
D7 EXISTING SHOWER ENCLOSURE AND PAN TO BE REMOVED "RED GUARD"WATER PROOFING AND CRACK PREVENTION OR
AND REPLACED BY LARGER SHOWER. APPROVED EQUAL. ABBREVIATIONS SHEET:
D8 CABINET AND PLUMBING FIXTURES TO BE REMOVED. 07 NEW 7/8" CEMENT PLASTER OVER METAL LATH &2 LAYER OF
BLDG. PAPER. COLOR AND FINISH TO MATCH EXISTING. T.O.S. TOP OF SHEATHING T.O.W. TOP OF WALL
pg TOILET TO BE REMOVED AND PLUMBING TO BE RELOCATED. T.O.F TOP OF FASCIA T.O.P. TOP OF PARAPET
08 EXISTING ROOF WITH BUILT UP ROOF TO REMIAN. REPAIR AS T.0.6. TOP OF BEAM T.O.G. TOP OF GLASS �
� CLOSET POLE AND SHELVES TO BE REMOVED. NECESSARY. T.O.M. TOP OF SHEET METAL ELEV. GRADE ELEVATION �
� REMOVE AND RELOCATE THE ELECTRICAL PANELS pg NEW SHOWER ENCLOSURE A.F.F. ABOVE FINISH FLOOR F.F. FINISH FLOOR
O (E) EXISTING ITEM (N) NEW ITEM
����� CITY OF PALM DESERT
/ , �
COMMUNITY DEVELOPMENT DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Nick Melloni, Assistant Planner
Date: March 23, 2021
Subject: SARC 21-0003— Monument Sign for Bank of America at 73820 EI Paseo
Project Summary
The project request is to construct a new monument sign for the Bank of America located at the
northeast corner of EI Paseo and San Luis Rey Avenue. This proposal previously appeared before
the Commission on February 23, 2021. The ARC continued the case and directed the applicant
to do the following:
• Revise the design of the base to better match the modern and sleek character of the
signage cabinet.
• Redesign the cabinet to avoid a gap between the face which would cause future
maintenance issues.
• Submit a photo rendering which shows the sign in context with the existing building.
The applicant has resubmitted the sign to address these comments. The proposed monument
will be placed in the same location at a height of six (6) feet from grade. The updated design
features double-sided, illuminated cabinet with routed channel letters and logo, sitting atop a
metal pier. The cabinets are constructed from .125-inch gauge aluminum with a slim profile (2-
1/4-inch return depth). The electrical components will be housed in a raceway, which is
sandwiched by the cabinets as depicted on the elevation and trimetric views of the sign shown on
Sheet 1 (of 10) of the Monument Sign Plan. The channel letters are routed through the cabinet
face, will be through-lit, and project two (2) inches from the cabinet.
Only the monument sign included in the Complete Sign Plan is subject to ARC approval.
Zoninq Ordinance Summary
The Palm Desert Municipal Code (PDMC) requires Architecture Review Commission (ARC)
approval for all new monument signs under PDMC Section 25.56.030 (D). The ARC's approval is
based on findings listed under 25.56.030 (E).
Staff Recommendation
The sign complies with height and area limit specified by the PDMC. Staff recommends the ARC
approve the sign as presented.
Attachments: 1. Sign Plan Submitted by Applicant.
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- �- � 1� ],f2" Cap Ht 4'-7 �.IB" 1�'-8114" 3„ 62.87 1�.59 ��`�
� ���� Cap Ht ��-� ���� 1��-� ��r� �u ��.�1� �.�.� ��
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pi �
CENERAL �PE�IFICATIDN�: , {y��° -- [�l��
_ -- - - � ��
LETTERS: f - � _�
� . ,� ti;:� �--
� FACE5................ if2 2�D6 LD ACRYLI�,Wl ROUTED EDGES INSTALL V�15CREWS TD �, �
:: .<-�� ' -��-�' RETURN, 15T SURFACEAPPLIEO 3G34-853�VINYL W!36fi0M OVERLAM
� , RETURNS:...,...,. ,OdO"X 3.�"BRITE BRUSFiED CLEAR ALL1M C�IL,INTERIOR PAINTEd
��f�� � W�LIGHT ENHANCEMENT PAIHT
�a�c,a BACKS:............. .U9U"A�UM,INTERIOR PAIN�Ea YYI LIGHT ENHANCEMENT PAINT
eb�,Kof'�� ILLUMIINA71aN:..SLDAN WHITE LED'S
����;
FACES:............... �f2"24D6 LD ACRYLI�,Wl ROUTED EDfiES INSTALL�Yt 5�RE1N5 TQ
RETURN.1 ST SURFACE APPLIEO 3fi34-8534&3fi3Z-2413 VIHYL
- 41tf36BOMDYERLAM ��LOR �PE�IFICAT��NS;
RETURNS:.,,,.,,,. ,Q40"X 3.5"BRITE BRUSHED CLEAR ALUM COIL,INTERIOR PAINTED ■ 3M 111 NYL; #3�30-$�30 TRANS
� 4V�LIGHT ENHANCEMENT PAINT
—�� BACKS:............. .09Q"ALUM,INTERIOR PAINTEa 1NI LIGHT ENHANCEMENT PAINT YVIOVERLAM 3M 366�M
�
ILLlIN11NATI�N:.,5L�Ahl 1l�HITE LEO'S
3M VINYL; #3fi30-2413 RED W�OVERLAM
_ �- _ _� -�,,��- _ . �`-� �USTQMEFt TQ REIJ�EV11 AND APPFtQ1JE � BRITE BRUSHEa CLEAR
- ARTVYOR�CAND �PECS PRI�R T� MANUFA�TURE
CONCEPTUAL IAAAGE ONLY. FIELD VERIFY CUST�MERAPPR�VAL
DIMEN�ION� PRIOR T� MANUFA�TURE
�ustarner 5ignaiur�e Date
d��' P���������' This ifi�M o in�l uY� uhlished dr�win Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$v151O11�OCCS �E�'�� ����'�� � ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� creaLed hy CoasL Sign.Inc_ It is submikted
5cale: Addresa: �p for yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
;314�370.91A4 FAX_�[77A}520.SH47 Jcnnifcr H. vr�C�aut��rittonperrniss�cn. v �2
11 R'!'tW�'L�T='JEki,ICY 99
E�CI�TINC RHOT�- Fxt-QD�
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SCALE: NT�
CUST�MER APPROVAL
�ustarner 5ignaiur�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$YISIO17�OCCS �E�'�� ����'�� � ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
;314�370.91A4 FAX_�[77A}520.SH47 Jcnnifcr H. vr�C�aut��rittonperrniss�cn. v �2
11 R'!'tW�'L�T='JEki,ICY 99
E�CI�TINC RHOT�- Fxt-QD�
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SCALE: NT�
CUST�MER APPROVAL
�ustarner 5ignaiur�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$YISIO17�OCCS �E�'�� ����'�� � ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
;314�370.91A4 FAX_�[77A}520.SH47 Jcnnifcr H. vr�C�aut��rittonperrniss�cn. v �2
11 R'!'tW�'L�T='JEki,ICY 99
E�CI�TINC RHOT�- Fxt-QD�
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SCALE: NT�
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�ustarner 5ignaiur�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$YISIO17�OCCS �E�'�� ����'�� � ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
;314�370.91A4 FAX_�[77A}520.SH47 Jcnnifcr H. vr�C�aut��rittonperrniss�cn. v �2
11 R'!'tW�'L�T='JEki,ICY 99
1$"
H
E�CI�TINC PH�T�— E�ct—�0� I�r�
—. ., F1URlZC}ryTAL SE[:TIC}N '�f���RADIUS
�I°� I� _ � �a" co��,E��
�=
i _ . p��'� �
Sdickaiion&Qistributlon
� FI ,�+ � �. Of li�erature By Nun• � 18��
. ��..
' ' -' - � EmployessBr�These �
�I ' _-- '-4 �
Premises Is Prnhibited.
E�IT :i. I,I T RlghkkoPass9y EQ EC2
���'y" i : � I +:a, : ;'�� ._: , Permissian i��uh�ect
S � "` '^"ti��-���'-'-t��'�-�x�'=�� Ta Cantrol Of Qwner
�. r�� . 5ea�ian 1448 Ciyfl Gode �
� �
� �`�� � ;rx� r W �olacitativn &Distributi�n
.�y �. :•ati,�� �.
��'�. . �`�°=�<�.�'����,�+�-�� 4f Li#erature By Nvn-
� - '�;�"������¢;'���.' Empl�yess 4n These
' } ' � � I ' �� PremiseS 15 Prohibite�.
R� � l
� 'S .� !� �
� � � ,;- '.��� .-��.. � Righ#to Pass�y
� � - �,, �.�,� � ` w�r . � � Permissivn 8e Suhject
� 1'o Can#rol Of Owner
� Se�tion 10�8 Civil Code
�
CIJ�TOMER T�APPR�1fE �UST�M �I�E, C�PY ANQ SPA�INC � °
�
�
RP'I NC P4LE I�I�UNTED RECULAT�RY
P�ST $4 PANEL �PECIF�CATIDNS; Scale: 1 112"-�'-��.
PANEL:..._____725"ALLlMINU M WITH FIRST SLIRFACE
VINYL GRAPHICS,PAINTEd
MP#�FfiSflRid445 LUG GARBO 51LVER SEMI�GL055
CHANNEL:... 1•11f16"}{1-11116"X.135"ALUM
BRAI4E-FdRM�.PTM CAR64 51LYER 5EMI•GLfl55
WELD TO THE BACK QF THE FACE
P45T:,....,,....2-114"?C 2"][,E5fl"ALLIM CHANNEL
PAIhITED MP�i49@9fi REO,SATIN FIN15H
�OLOR SPE�IFI�ATI�N�:
VINTL:,.........3hf#694-7�BLUE REFLECTIVE m� d d
0 4 � ■ 3M VINYL:#884-�5 BLUE REFLECTIVE
FONT:....,,....,FRANKLIN GOTHIC DEMI CONDEHSED �o
PLACE THE PROpUCT LA�EL VERTIGALLY ON TH�BACK �4 d� d ■ PAINT: MP�����RED ,5,4TIN FINISH
SIQE AS CLOSE Tp THE PDLE C�NNECTIDN POINTAS
PQ9$IBLE NEAR THE�pT'i0M OF THE�IGhI. y� ❑ PAINT: GAR�O SILVER, SEMI CaL�SS
�-..
�� RP1 NC P�LE M�LJNTED RECULATORY
�,Ext-OOfi ���i�; 1°.-i,-o., CUST�MERAPPR�VAL
�ustarner 5ignaiur�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$YISIO17�OCCS �E�'�� ����'�� � ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
;314�370.91A4 FAX_�[77A}520.SH47 Jcnnifcr H. vr�C�aut��rittonperrniss�cn. v �2
11 R'!'tW�'L�T='JEki,ICY 99
E�CI�TIN� PH�T�- Ext-0�7
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- r�auwrir�c cuPs 5pecificatiflns:
_ . 714'THREAOE❑ Faces-Pan formed aluminurn pain#ed Bank oEAmerica Red
-�„' "" �2s•�rHicr� STUDS INTD PRE- ��fl'll-CaIOSS fIf115h wl fl�t elUfTllflufri feC� ainted Garba Silver_
PAN FORMEa DRILLED HOLES P
_ � �� � B.4CKGR4UND FILLED S+JJSILICONE. CO�}�-A�}�5110d flrSt SU��IC�I'�f12C#���BIU�VIC1}+I film.
�, ' � �olors as sh�wn in leg�nd.
�k � �"� � � � Maunting-Plaque is Flush rnounted to fascia.
. �
" •- _ _ _ _. .125"THICK
r�.� FLAT FACE
•„"`fi ` . YU;VINYL
�� � 1 f A��y. ��
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.� ' ` �� F ' ir; �
�}�.,..""� ���. - � 3N1 VINI'L: #680-7� BLUE REFLE�TIVE
_ � —
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� PAINT: N1P#4969G RED , �ATIN FINI�H
: - � PAINT.� �ARBO 51L11ER, 5EN11 GL��S
SECTIpfV pETAIL�NON-ILLIJMINATEd�HANNEL PLAQU�S
� sr.alQ. UTS CUST�MER APPROVAL
�ustarner 5ignaiur�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$YISIO17�OCCS �E�'�� ����'�� � ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
;314�370.91A4 FAX_�[77A}520.SH47 Jcnnifcr H. vr�C�aut��rittonperrniss�cn. v �2
11 R'!'tW�'L�T='JEki,ICY 99
E�CI�TIN� PH�T�- Ext-O�S
�
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: �
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. FF��NT VIEV�I
� . f
�IQE 111EVw1
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ENHAhI�ED PH�T�- Ext-�08
F3u��u�Nti'.vl,��.
+1LLJMiNIJMAHGLE �
r�auwrir�c cuPs 5pecificatiflns:
714'THREAOE❑ Faces-Pan formed aluminurn pain#ed Bank oEAmerica Red
� xt�d 125"THICK STUDS INTD PRE-
��`����� �;� � � PAN FORMEa DRILLED HOLES �emi-Gloss finish wr flat aluminum face painted Garba Silver_
B.4CKGR4UND FILLED S+JJSILICONE. CO�}�-A�}�5110d flrSt SU��IC�I'�f12C#���BIU�VIC1}+I film.
�olors as sh�wn in leg�nd.
�I��r2�n�� 1�f�. �;�. .125"THICK Maunting-Plaque is Flush rnounted to fascia.
FLAT FACE
YU;VINYL
� � ' �
' ,� , ' � 3N1 VINI'L: #680-7� BLUE REFLE�TIVE
. +�. C�UNTER$UMIS
. ���E�� � PAINT: N1P#4969G RED , �ATIN FINI�H
� PAINT.� �ARBO 51L11ER, 5EN11 GL��S
SECTIpfV pETAIL�NON-ILLIJMINATEd�HANNEL PLAQU�S
Sr.aIQ. UTS CUST�MER APPROVAL
�ustarner 5ignaiur�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$YISIO17�OCCS �E�'�� ����'�� � ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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Dri�re-�p �TNI �4 x �
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�:�� � � �f�� r� n�� ��ft. � in .
� FI��NT 111EV1I
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'� Ex�-QQ9 PRODU�T . Y9 Y2 X � S4. FT.
S�1 ng 7 3f4" 4" 4'-5 1 f2" 1" 2_87
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714'TH�EA�Ff} Specifications:
. �2s•'THicr� sTuos ir�T�p�_- Faces-Pan formed aluminum painted Bank af Amenca Red
��`��_�� �;� � PAN FaRMEo DRILLED HOLES �emi-�loss finish w!flat aluminum fac�e painted �arbo�ilver.
BACKGR4UND FILLED S+JJSILIC(]NE.
Copy- .12� Face w}applied first surface reFleciive Blue virryl iilrn.
C�lars as shown in legend.
�I��r2�n�� 1�f�. �;�. �xt-a09 .125"THICK Nlounting-Pl�que is flush mnunked to fasr.ia.
FLAT FACE
YU;VINYL
� � ' �
' ,� , ' � 3N1 VINI'L: #680-7� BLUE REFLE�TIVE
. +�. C�UNTER$UMIS
. ���E�� � PAINT: N1P#4969G RED , �ATIN FINI�H
� PAINT.� �ARBO 51L11ER, 5EN11 GL��S
SECTIpfV pETAIL�NON-ILLIJMINATEd�HANNEL PLAQU�S
Sr.aIQ. UTS CUST�MER APPROVAL
�ustarner 5ignaiur�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$YISIO17�OCCS �E�'�� ����'���� '��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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RP'I�NC P�L� M�UNTED RE�ULAT�RY
P�ST � PANEL �PECIF�CATIDNS; s��i�_ � �r���=� -a��
PANEL:..._____725"ALLlMINU M WITH FIRST SLIRFACE
VINYL GRAPHICS,PAINTEd
MP#�FfiSflRid445 LUG GARBO 51LVER SEMI�GL055
CHANNEL:... 1•11f16"}{1-11116"X.135"ALUM
BRAI4E-FdRM�.PTM CAR64 51LYER 5EMI•GLfl55
WELD TO THE BACK QF THE FACE
P45T:,....,,....2-114"?C 2"][,E5fl"ALLIM CHANNEL
PAIhITED MP�i49@9fi REO,SATIN FIN15H
�OLOR SPE�IFI�ATI�N�:
VINTL:,.........3hf#694-7�BLUE REFLECTIVE m� d d
0 4 � ■ 3M VINYL:#884-�5 BLUE REFLECTIVE
FONT:....,,....,FRANKLIN GOTHIC DEMI CONDEHSED �o
PLACE THE PROpUCT LA�EL VERTIGALLY ON TH�BACK �4 d� d ■ PAINT: MP�����RED ,5,4TIN FINISH
SIQE AS CLOSE Tp THE PDLE C�NNECTIDN POINTAS
PQ9$IBLE NEAR THE�pT'i0M OF THE�IGhI. y� ❑ PAINT: GAR�O SILVER, SEMI CaL�SS
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�tExt-010 s��i�_ �.,_��-a.� CUST�MER APPROVAL
�ustarner 5ignaiu�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$Y151411�OCCS �E�'�� ����'�� �� ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 p�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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RP'I�NC P�L� M�UNTED RE�ULAT�RY
P�ST � PANEL �PECIF�CATIDNS; s��i�_ � �r���=� -a��
PANEL:..._____725"ALLlMINU M WITH FIRST SLIRFACE
VINYL GRAPHICS,PAINTEd
MP#�FfiSflRid445 LUG GARBO 51LVER SEMI�GL055
CHANNEL:... 1•11f16"}{1-11116"X.135"ALUM
BRAI4E-FdRM�.PTM CAR64 51LYER 5EMI•GLfl55
WELD TO THE BACK QF THE FACE
P45T:,....,,....2-114"?C 2"][,E5fl"ALLIM CHANNEL
PAIhITED MP�i49@9fi REO,SATIN FIN15H
�OLOR SPE�IFI�ATI�N�:
VINTL:,.........3hf#694-7�BLUE REFLECTIVE m� d d
0 4 � ■ 3M VINYL:#884-�5 BLUE REFLECTIVE
FONT:....,,....,FRANKLIN GOTHIC DEMI CONDEHSED �o
PLACE THE PROpUCT LA�EL VERTIGALLY ON TH�BACK �4 d� d ■ PAINT: MP�����RED ,5,4TIN FINISH
SIQE AS CLOSE Tp THE PDLE C�NNECTIDN POINTAS
PQ9$IBLE NEAR THE�pT'i0M OF THE�IGhI. y� ❑ PAINT: GAR�O SILVER, SEMI CaL�SS
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5ca�e_ �`�_��-a��
�ustarner 5ignaiu�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$Y151411�OCCS �E�'�� ����'�� �� ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 p�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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GENERAL SPECIFICATIONS:
DIR�CTIONAL:
FACES:,.....,,,.._..,725"ALUM PAINTEU CaA���SILVE3�,GLQSS FINISN iST SURFACE, O SIaE A
MP#49696 RE�,SEMI�LQSS FINISH 2N�SIJRFAGE � _ _
FRAME;..,,,.....,,,ALUM.ANGLE FRAME B�NaE�T�FACE5IB#CKS,PAINTED B�FARE� ` � `�
BACKS:--..,•---,,,,.125"ALUM.PAINTED 6�FA RED,SEMI GL��S
I " _ "
CALd�ING�.,,._..9RA�{E FORMEa.094"ALUM.PAWTE�90FA RE�,SEMI�LdSS � � I �
GRAPHICS:.,.....FIRST SURFACE REFLECi1VE BLUE VINYL -" ¢ . �. � . .
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SUPP�RFS;.,,,,,2"x 3'ld„x 116"ALUf�.TUBES PAINTED BOFA RED,�EMI GLOSS � -� I � �
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�OL�R SPE�IFICATI�N�; - i, ` °
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■ PAINT; MP#49G9�I�ED, SEMI GL�SS �a�� ��I�
ifE���� Pi N� D�RECTIONAL SIGN FRONTVIEW:STRUCTURAL F�OTING DETAI�
� 3M VINYL: #684•7� BLLIE REFLECTIVE L. SC21e: 1`-1'-4° s�a�:,��•��-,-��.
CUST�MER APPR�VAL
�ustarner 5ignaiu�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$Y151411�OCCS �E�'�� ����'�� �� ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 p�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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CUST�MER APPR�VAL
�ustarner 5ignaiu�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$Y151411�OCCS �E�'�� ����'�� �� ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 p�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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s � .
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� •� � ^ Will Be Towed At
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a �
� C.11.C.22 B 58{,4)
�
ClJ�7DMER T�APPR�ifE �USTOM SIZE, ��PY ANQ SPA�INC � � P.�.P.D 760-836-is00
�
RP'I�NC P�L� M�UNTED RE�ULAT�RY
P�ST � PANEL �PECIF�CATIDNS; s��i�_ � �r���=� -a��
PANEL:..._____725"ALLlMINU M WITH FIRST SLIRFACE
VINYL GRAPHICS,PAINTEd
MP#�FfiSflRid445 LUG GARBO 51LVER SEMI�GL055
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�T-29-202d Bank of Aineeu:a �J P 9 9 9 C7�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
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I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
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NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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SIQE AS CLOSE Tp THE PDLE C�NNECTIDN POINTAS
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f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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CUST�MER APPR�VAL
�ustarner 5ignaiu�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$Y151411�OCCS �E�'�� ����'���� ��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
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�ustarner 5ignaiur�e Date
d��' P���������' I�us iti aM O if�81 uY� utrlisheC tlrawin Na ❑esi ner 6aie Revlsfon Nntes Na. aesi ner ❑ate f2$YISIO17�OCCS �E�'�� ����'���� '��
�T-29-202d Bank of Aineeu:a �J P 9 9 9 0�
f 't ����� �'�� �r�aLrd[�y CoasL Sign.In�. It is subrniued
5cale: Addresa: �p fur yaur persanal use m con�unelion with a � ��"�P�B -1 FdP1P.Y IO�73LhIIflf.Pf t7f CYl:iu`i f
NTS 7....�±1 EL PASF[l proiect oe�rrg planned for you by Goas[ 2 �<<�ei� 11�,3-2o Fec�c�wuatnrncerra�cc�a�i:; � f�B�ll�St�UfTlb��:
I N C O R P O R A T E b ar�'"�' City r5ta�e�2�p: Sign, Inc.,Antl shall not be raprotluced_ 3 �osn B. i2-�B-2o F�fer uo-pa[nf�•r.a�'�r ce�s�is 9
NarielL P.;_hiDC�C�T C.;92�oQ used by ❑r diselosad to any firm or a Roaef6. �J3-16-21 Poeferuepa[nf�•r.a�'�rceisds •a ���������� ��������
1506 Wcsi Embussy 5i_ Anoheim,CJY 92HU2 PM: NoFes: COY�4f.3[IO'Y f��.3YYu �'Jr�7pgp y,�'fy,��gOCVCr 5 � 11
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11 R'!'tW�'L�T='JEki,ICY 99
����� CITY OF PALM DESERT
/ , �
COMMUNITY DEVELOPMENT DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Nick Melloni, Assistant Planner
Date: March 23, 2021
Subject: MISC 20-0008— Fa�ade Modification for Sundance at 73425 EI Paseo#110
Project Summary
This project is a request to modify a fa�ade frontage for a new Sundance retail store located at
the EI Paseo Village Center. Sundance is a retail clothing, jewelry, and accessory store. The
changes will occur on two shop frontages previously occupied by Trina Turk and Lucky Brand.
This proposal previously appeared before the Commission on February 23, 2021. The ARC
continued the case and directed the applicant to do the following:
• Modify the fascia treatment to extend about the existing parapet line.
• Redesign the transition at the neutral piers.
• Show the design for the adjacent tenant storefront space on the plans.
• Redesign the pilasters so they are all the same width.
The following changes have been made:
• The fa�ade now extends approximately 1 foot, 6 3/4 inches above the existing parapet line.
• The neutral piers have been removed so there is a direct transition between the fa�ade
treatment of the neighboring spaces.
• The fa�ade treatment for the adjacent tenant storefront is shown on the plans. It is a vanilla
storefront treatment that will be modified at a later time when a tenant moves into the
space.
• The pilasters have been redesigned so they are all the same width.
Zoninq Ordinance Summary
ARC approval is required for all commercial fa�ade modifications per Palm Desert Municipal Code
(PDMC) Section 25.68.020 (A). Findings for ARC decisions are listed under PDMC Section
25.68.040 — Findings of the ARC.
Staff Recommendation
Staff is supportive of the overall design changes and recommends approval with the following
conditions:
1. The reclaimed wood siding shall be subject to semi-annual maintenance to ensure it is
free from warping or defects, and shall be replaced as needed to maintain a high quality
appearance.
MISC 20-0008 — Sundance Fa�ade Modification
Page 2 of 2
March 23, 2021
2. The projection of the stone veneer pilasters on the EI Paseo elevation should project
further out from the fa�ade. Staff recommends specifying a distance of 1 foot. The metal
eyebrow should also project further out to account for the added pilaster depth.
Attachment: 1. Project Plans Submitted by Applicant.
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SALT LAKE CITY, U 84120 KRISTIN MUMMERY � S H R E M S H O C K S 7R75 WA�LTON KWY. STE 250C. 200 E. L�TE 00 E AVE.
DAVID LINDELL, VP OF RETAIL GEAR MANAGEMENT NEW ALBANY, OH 43054 BLOOMFIELD, MI 48301-2324
kgearing@gearmg.com NICHOLAS TEMERARIO RANDY TAMBOURINE
ntemerario@shremshock.com rtambourine@taubman.com
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17
� S H R E M S H O C K 21s��fem AP 73-425 EL PAGF� sundance
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STAFF REPORT
CITY OF PALM DESERT
COMMUNITY DEVELOPMENT DEPARTMENT
MEETING DATE: March 23, 2021
PREPARED BY: Eric Ceja, Principal Planner
REQUEST: Consideration of a recommendation to the Planning Commission and City
Council for approval of a General Plan Amendment, Tentative Tract Map,
and a Precise Plan (GPA/TTM/PP21-0001) for the 63-unit subdivision of
23.4 vacant acres located at the intersection of Julie Drive and Shepard
Lane.
Recommendation
By Minute Motion:
1. Approve a recommendation to the Planning Commission (PC) and City
Council for the approval of the Precise Plan application for landscape and
architecture.
Backqround
A. Property Description
The project site is a vacant 23.4-acre property located at the intersection of Julie Drive
and Shepard Lane. The property is current undeveloped and consists of natural desert
vegetation and blow sand. The high point of the property is located at the southwest corner
of the site, at an elevation of 288 feet from mean sea level (MSL), and gently slopes to
the northeast, to an elevation of 256 feet MSL.
B. Zoning and General Plan Land Use Designation:
Zone: Planned Residential — 20 dwelling units per acre (PR-20)
General Plan: Town Center Neighborhood
C. Adjacent Zoning and Land Use:
North: Planned Residential — 5 dwelling units per acre (PR-5)
South: Planned Residential — 5 dwelling units per acre (PR-5)
East: Planned Residential — 5 dwelling units per acre (PR-5)
West: Planned Residential — 20 dwelling units per acre (PR-20)
March 23, 2021 —Architectural Review Commission Staff Report
Case No. GPA/TTM/PP 21-0001: Montage
Page 2 of 4
Proiect Description
The project applicant, GHA Communities, is proposing a General Plan Amendment (GPA)
and Tentative Tract Map to subdivide a 23.4-acre parcel into 63 single-family detached lots.
A Precise Plan application has also been submitted for architecture and site landscaping.
A GPA is needed to change the land-use designation from "Town Center Neighborhood,"
which requires a minimum of seven (7) dwelling units per acre, to "Conventional Suburban
Neighborhood", which requires a project density between three (3)and eight(8)dwelling units
per acre.
A. Architecture
The applicant is proposing two distinctive single-story product types; an "LX" model,
consisting of two floor plan options, and a "Q" model, also consisting of two floor plan options.
There are three (3) elevation types (Modern, Mediterranean, and Spanish)for each of the two
model options. Elevations for each model and elevation type are provided in the applicant's
submittal package provided as part of the ARC report.
"LX" Models
Model 1 — 2,631 square feet in size, consisting of a 3-bay garage, three bedrooms with an
optional fourth bedroom or office, and four-and-a-half bathrooms.
Model 2 — 2,941 square feet in size, consisting of a 3-bay garage, three bedrooms with an
optional fourth bedroom or office, four-and-a-half bathrooms, and an attached casita with
separate entry.
"Q" Models
Model 1 — 2,205 square feet in size, consisting of a 2-bay garage with an optional single-bay
garage addition, three bedrooms, an office or flex room, and two-and-a-half bathrooms.
Model 2 — 2,394 square feet in size, consisting of a 2-bay garage, three bedrooms, a teen
room, three-and-a-half bathrooms, and an optional attached casita.
B. Landscape
Landscape is provided throughout the project site, including along perimeter roadways,
common areas, retention areas, and for front yards. The typical landscape palette mixes in
desert native species for trees and shrubs, and provides options for turf in the front yard as
well as inorganic material such as decomposed granite.
Perimeter Roadways — Perimeter roadways include Portola Avenue and Julie Drive. Along
Portola Avenue, the applicant is proposing a "desert-scape" to match existing landscape
along Portola Avenue, between Gerald Ford Drive and Frank Sinatra Drive. This landscape
consists of crushed "Mojave Gold Stone," 1-inch to 3-inch "Apache Sunset Boulders," and 3-
March 23, 2021 —Architectural Review Commission Staff Report
Case No. GPA/TTM/PP 21-0001: Montage
Page 3 of 4
inch to 6-inch "Mexican Beach Pebbles." The area is planted with smaller growing trees,
including "Desert Willows," and "Palo Verdes." In addition, a mix of shrubs, including "Morning
Glory," "Cleveland Sage,", and "Gregg Dalea" are provided. Julie Drive is planted similarly to
Portola Avenue, however, the applicant is proposing a single tree variety; "Honey Mesquite,"
to provide a more distinctive look to the neighborhood.
Common Areas and Retention —Common areas and retention basins are planted similarly to
perimeter roadways in that a combination of inert material, shrubs and trees are used to fill
these planting areas. In addition, tree and shrub species are more varied and include
"Chitalpa," Rosewood," "Southern Live Oak", "Red Yuccas," "Desert Agave," "Texas Sage,"
and "Mexican Bird of Paradise."
Front Yard — Front yards are a mix of"desert-scape" and "artificial turf." In addition, each front
yard is provided two (2) trees and a plethora of drought-tolerant shrubbery.
Analvsis
Development Standards
The subject property is zoned Planned Residential, which is the City's most flexible zoning
standard for residential development. Essentially, the P.R. zone allows the developer to
propose their own development standards based on their desired products and in consultation
with City Planning staff and the Commissions. As proposed, the developer is showing a
minimum of a fourteen (14)foot combined side yard setback (4-foot and 8-foot), a twenty (20)
foot front yard setback, and a twenty (20) foot rear yard setback. In addition, a side entry
garage can be added on some models which would reduce the front yard setback from twenty
feet to fifteen feet. These development standards are similar to the existing single-family
developments on Shepard Lane and staff is supportive of these setbacks.
Architecture
Architecturally, the applicant's use of massing, materials, rooflines, and color schemes
are similar to the surrounding single-family neighborhoods on Shepard Lane. In addition,
with the introduction of three (3) distinctive styles for each model, staff believes there is
sufficient variation to the models to avoid a homogenous look to the neighborhood. Staff
is supportive of the architectural stylings of the homes.
Landscape
The landscape palette proposed for the project is consistent with other landscape palettes
and neighborhoods in the City of Palm Desert. The applicant provides a good mix of inert
and organic material that is complimentary to the surrounding area.
Conclusion
The architecture and landscape design generally conform to the City's intended vision for this
area and is complimentary to the existing development pattern in the immediate vicinity.
March 23, 2021 —Architectural Review Commission Staff Report
Case No. GPA/TTM/PP 21-0001: Montage
Page 4 of 4
LEGAL REVIEW DEPT. REVIEW FINANCIAL REVIEW ASSISTANT CITY
MANAGER
N/A N/A N/A
�i�ic C�a
Robert W. Hargreaves Eric Ceja Janet Moore Andy Firestine
City Attorney Princi al Planner Director of Finance Assistant City Manager
Cit Mana er Todd Hileman, : N/A
APPLICANT: GHA Montage P.D., LLC / GHA Communities
30-875 Date Palm Drive, Suite C-2
Cathedral City, CA 92234
ATTACHMENTS: 1. Exhibits Submitted by Applicant.
PALM SPRINGS , CALIFORNIA
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SHEET INDEX
PROJECT TEAM ARCH ITECTU RAL C � vt �
A-1 ` LX' PLAN ONE FLOOR PLAN A-33 `Q' PLAN ONE FLOOR PLAN SHEET 1 TITLE SHEET, LEGAL DESCRIPTION & NOTES
OWNER / DEVELOPER A-2 ` LX' PLAN ONE STANDARD FRONT ELEVATIONS A-34 `Q' PLAN ONE STANDARD FRONT ELEVATIONS SHEET 2 TENTATIVE MAP & PRELIMINARY GRADING
GHA COMMUNITIES A-3 ` LX' PLAN ONE � SPANISH RIGHT & LEFT `A' ELEVATIONS A-35 `Q' PLAN ONE � SPANISH RIGHT & LEFT `A' ELEVATIONS SHEET 3 TENTATIVE MAP & PRELIMINARY GRADING
GHA VIEW PS, L.L.C. A-4 ` LX' PLAN ONE � SPANISH REAR `A' ELEVATION A-36 `Q' PLAN ONE � SPANISH REAR `A' ELEVATION SHEET 4 PRELIMINARY WATER & SEWER
30875 DATE PALM DRIVE, SUITE C2 A-5 ` LX' PLAN ONE � MEDITERRANEAN RIGHT & LEFT ' B' ELEVATIONS A-37 `Q' PLAN ONE � MEDITERRANEAN RIGHT & LEFT ' B' ELEVATIONS SHEET 5 PRELIMINARY GRADING SECTIONS
CATHEDRAL CITY, CA 92234 A-6 ` LX' PLAN ONE � MEDITERRANEAN REAR ' B' ELEVATION A-38 `Q' PLAN ONE � MEDITERRANEAN REAR ' B' ELEVATION SHEET 6 PRELIMINARY GRADING SECTIONS
PH. 760-969-1400 A-7 ` LX' PLAN ONE � MODERN RIGHT & LEFT 'C' ELEVATIONS A-39 `Q' PLAN ONE � MODERN RIGHT & LEFT 'C' ELEVATIONS
A-8 ` LX' PLAN ONE � MODERN REAR ' C' ELEVATION A-40 `Q' PLAN ONE � MODERN REAR 'C' ELEVATION LAN DSCAPE
ARCHITECT A-9 ` LX' PLAN ONE � OPT CASITA FLOOR PLAN A-41 `Q' PLAN ONE � OPT CASITA FLOOR PLAN
WOODLEY ARCHITECTURAL GROUP, INC. q-10 ` LX' PLAN ONE WITH CASITA FRONT ELEVATIONS A-42 `Q' PLAN ONE WITH CASITA FRONT ELEVATIONS L-1 COVER SHEET/VICINITY MAP
2943 PULLMAN STREET, SUITE A q-1 1 ` LX' PLAN ONE � SPANISH � OPT CASITA RIGHT & LEFT `A' ELEVATIONS A-43 `Q' PLAN ONE � SPANISH � OPT CASITA RIGHT & LEFT `A' ELEVATIONS L-2 OVERALL LANDSCAPE ILLUSTRATIVE PLAN
SANTA ANA, CA 92705 q_12 ` LX' PLAN ONE � SPANISH � OPT CASITA REAR `A' ELEVATION A-44 `Q' PLAN ONE � SPANISH � OPT CASITA REAR `A' ELEVATION L-3 CONCEPTUAL TREE PLANTING PLAN
PH. 949-553-8919 A-13 ` LX' PLAN ONE � MEDITERRANEAN � OPT CASITA RIGHT & LEFT ' B' ELEVATIONS A-45 `Q' PLAN ONE � MEDITERRANEAN � OPT CASITA RIGHT & LEFT ' B' ELEVATIONS L-4 CONCEPTUAL TREE PLANTING PLAN
CONTACT: DEBRA FALESE
A-14 ` LX' PLAN ONE � MEDITERRANEAN � OPT CASITA REAR ' B' ELEVATION A-46 `Q' PLAN ONE � MEDITERRANEAN � OPT CASITA REAR ' B' ELEVATION L-5 CONCEPTUAL SHRUB & GROUNDCOVER PLANTING PLAN
LANDSCAPE ARCHITECT A-15 ` LX' PLAN ONE � MODERN � OPT CASITA RIGHT & LEFT 'C' ELEVATIONS A-47 `Q' PLAN ONE � MODERN � OPT CASITA RIGHT & LEFT 'C' ELEVATIONS L-6 CONCEPTUAL SHRUB & GROUNDCOVER PLANTING PLAN
C2 COLLABORATIVE A-16 ` LX' PLAN ONE � MODERN � OPT CASTIA REAR ' C' ELEVATION A-48 `Q' PLAN ONE � MODERN � OPT CASTIA REAR 'C' ELEVATION L-7 MASTER PLANT LEGEND
100 AVENIDA MIRAMAR A-17 ` LX' PLAN TWO FLOOR PLAN A-49 `Q' PLAN TWO FLOOR PLAN L-8 OVERALL PERIMETER WALL & FENCE PLAN
SAN CLEMENTE, CA 92672 A-18 ` LX' PLAN TWO � OPTIONS FLOOR PLAN A-50 `Q' PLAN TWO STANDARD FRONT ELEVATIONS L-9 CONCEPTUAL DESIGN DETAILS
PH. 949-366-6624 A-19 ` LX' PLAN TWO WITH & W/O CASITA FRONT ELEVATIONS A-51 `Q' PLAN TWO � SPANISH RIGHT & LEFT `A' ELEVATIONS L-10 CONCEPTUAL SITE LIGHTING
CONTACT. JACK HADEN A-20 ` LX' PLAN TWO � SPANISH RIGHT & LEFT `A' ELEVATIONS A-52 `Q' PLAN TWO � SPANISH REAR `A' ELEVATION
A-21 ` LX' PLAN TWO � SPANISH REAR `A' ELEVATION A-53 `Q' PLAN TWO � MEDITERRANEAN RIGHT & LEFT ' B' ELEVATIONS L-1 1 LIGHTING DETAILS
CIVIL ENGINEER q-22 ` LX' PLAN TWO � MEDITERRANEAN RIGHT & LEFT ' B' ELEVATIONS A-54 `Q' PLAN TWO � MEDITERRANEAN REAR ' B' ELEVATION ELECTRICAL
MDS CONSULTING A-23 ` LX' PLAN TWO � MEDITERRANEAN REAR ' B' ELEVATION A-55 `Q' PLAN TWO � MODERN RIGHT & LEFT ' C' ELEVATIONS
41865 BOARDWALK SUITE 218 q-24 ` LX' PLAN TWO � MODERN RIGHT & LEFT ' C' ELEVATIONS A-56 `Q' PLAN TWO � MODERN REAR ' C' ELEVATION E-1 .0 ELECTRICAL GENERAL NOTES, SHEET INDEX, SINGLE LINE DIAGRAM,
PALM DESERT, CA 9221 1 q-25 ` LX' PLAN TWO MODERN REAR ' C' ELEVATION A-57 `Q' PLAN TWO OPT CASITA FLOOR PLAN & PANEL SCHEDULE
PH. 760.674.5776 I I
CONTACT: CHRIS BERGH A-26 ` LX' PLAN TWO � OPT CASITA FLOOR PLAN A-58 `Q' PLAN TWO � SPANISH � OPT CASITA RIGHT & LEFT `A' ELEVATIONS E-1 . l ELECTRICAL LIGHTING FIXTURE SCHEDULE
A-27 ` LX' PLAN TWO � SPANISH � OPT CASITA RIGHT & LEFT `A' ELEVATIONS A-59 `Q' PLAN TWO � SPANISH � OPT CASITA REAR `A' ELEVATION E-2.0 ELECTRICAL PHOTOMETRIC PLAN (PART A)
GMEP ENGINEERS A-28 ` LX' PLAN TWO � SPANISH � OPT CASITA REAR `A' ELEVATION A-60 `Q' PLAN TWO � MEDITERRANEAN � OPT CASITA RIGHT & LEFT ' B' ELEVATIONS E-2. 1 ELECTRICAL PHOTOMETRIC PLAN (PART B)
26439 RANCHO PARKWAY SOUTH, SUITE 120 A-29 ` LX' PLAN TWO � MEDITERRANEAN � OPT CASITA RIGHT & LEFT ' B' ELEVATIONS A-61 `Q' PLAN TWO � MEDITERRANEAN � OPT CASITA REAR ' B' ELEVATION E-2.2 ELECTRICAL PHOTOMETRIC PLAN (PART C)
LAKE FOREST, CALIFORNIA 92630 A-30 ` LX' PLAN TWO � MEDITERRANEAN � OPT CASITA REAR ' B' ELEVATION A-62 `Q' PLAN TWO � MODERN � OPT CASITA RIGHT & LEFT 'C' ELEVATIONS E-2.3 ELECTRICAL PHOTOMETRIC PLAN (PART D)
CONTACT: JOSE OBUSAN A-31 ` LX' PLAN TWO � MODERN � OPT CASITA RIGHT & LEFT 'C' ELEVATIONS A-63 `Q' PLAN TWO � MODERN � OPT CASTIA REAR ' C' ELEVATION E-3.0 ELECTRICAL SITE PLAN (PART A)
A-32 ` LX' PLAN TWO � MODERN � OPT CASTIA REAR ' C' ELEVATION E-3. 1 ELECTRICAL SITE PLAN (PART B)
E-3.2 ELECTRICAL SITE PLAN (PART C)
��� E-3.3 ELECTRICAL SITE PLAN (PART D)
E-4.0 ELECTRICAL OUTDOOR T24 FORMS
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4 BEDROOMS
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GREAT ROOM FIRST FLOOR 2631 SQ. FT.
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M O N TA G E G H A G HA-2002 colorado // 731 southpark dr. suite B
littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FO R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � 1
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTfING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRfTTEN PERMISSION OF WOODLEY ARCHfTECTURAL GROUP,INC. A- I
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woodley
! � arch�tectural
LX P LAN C� N E S PAN IS H rou ir�c
12 . � 1 .2a g p ,
�O � ��� � � � � G HA-2002 coloradv // 731 sou#hpark dr. suite B
littleton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifQrnia // 2943 pullman 51. suite A
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woodley
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LX P LAN Q N E S PAN IS H rou ir�c
12 . � 1 .2a J p .
�O � ��� � � � � G HA-2002 coloradv // 731 sou#hpark dr. suite B
littleton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifQrnia // 2943 pullman 51. suite A
� , santa ana, ca 92705 / 949 553.8919
NOTE: SQUARE FOOTf�GE MAY V��Y BASED ON CA�CULATION METf10DS �
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•
woodley
� � arch�tectural
LX PLAN � N E � EDITERRAN EAN rou ir�c
12 . � 1 .2a g p ,
�O � ��� � � � � G HA-2002 coloradv // 731 sou#hpark dr. suite B
littleton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifQrnia // 2943 pullman 51. suite A
� , santa ana, ca 92705 / 949 553.8919
NOTE: SQUARE FOOTf�GE MAY V��Y BASED ON CA�CULATION METf10DS �
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•
woodley
� � arch�tectural
LX PLAN QN E � EDITERRAN EAN rou ir�c
12 . � 1 .2a g p ,
�O � ��� � � � � G HA-2002 coloradv // 731 sou#hpark dr. suite B
littleton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifQrnia // 2943 pullman 51. suite A
� , santa ana, ca 92705 / 949 553.8919
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PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
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N07E: SQUARE FOOTAGE MAY VARY BASED O€V CALCULA710N M�'I'F�ODS �
THESE�Ra,wwGS nRf INTEHE�ED FOR DESiGN DEvELOPr,nEr�T aND PRELUswqRv STUDiES ONLr nHp nRE n�OT TO gE 11SE�FGR nNv OrHER P4IRPOSE SISf.H AS FiNAL P�OTTwG OR FlNnL ENGwEERwG. COPVRIGi-rT wppDLEY nRCHiTECTURAL GROUP wC THESf DRAwin�GS n�AY n�OT BE USfD OR DUpuCATED wiTtiOUT�HE EXPRESS wRfTTEN PERnnsSSiON OF wOODLEr ARCHRECTURAL GROUP.inrC.. /� _7
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THESE DRAwINGS ARE INTENOED FOR pESIGt�DEvELnPnnEr�T AND PRELI�INARY STUDIES ONLY ANO ARE NOT TO BE USEO FOR ANY OTHER Pl1RPOSE.SUCH AS FIr�AL PLOTTING OR FlNAL ENGwEERING. COPYRIG�wn�DtE'i ARCHfTECTI}RqL GR�UP wC.THESE DRAwINGS nMY NOT BE 13SE0 OR DUPEhCATED wIT+tOUT Ti-iE ExPRESS wR1fTEN PERr.nISSION OF w�ODLEY ARCHffECTURAL GROUP INC. A _Q
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M O N TA G E G H A G HA-2002 colorado // 731 southpark dr. suite B
littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FO R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � Q
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTfING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRfTTEN PERMISSION OF WOODLEY ARCHfTECTURAL GROUP,INC. A /
A-10
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littleton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifQrnia // 2943 pullman 51. suite A
� , santa ana, ca 92705 / 949 553.8919
NOTE: SQUARE FOOTf�GE MAY V��Y BASED ON CA�CULATION METf10DS �
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LX PLAN C� NE SPANISH � PT � ASITA ro� , r��
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�O � ��� � � � � G HA-2002 coloradv // 731 sou#hpark dr. suite B
littleton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifQrnia // 2943 pullman 51. suite A
� , santa ana, ca 92705 / 949 553.8919
NOTE: SQUARE FOOTf�GE MAY V��Y BASED ON CA�CULATION METf10DS �
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woodley
� � arch�tectural
LX PLAN C� NE �/IEDITERRANEAN � PT � AS � TA rou ir�c
12 . � 1 .2a g p ,
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littleton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifQrnia // 2943 pullman 51. suite A
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woodley
� � arch�tectural
LX PLAN C� NE �/IEDITERRANEAN � PT � AS � TA rou ir�c
12 . � 1 .2a g p ,
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littleton, co 801 20 / 303 683.7231
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Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
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N07E: SQUARE FOOTAGE MAY VARY BASED O€V CALCULA710N M�'I'F�ODS �
THESE DRAwINGS ARE INTENOED FOR pESIGt�DEvELnPr�Er�T AND PRELI�INARY STUDIES ONLY ANO ARE NOT TO BE USEO FOR ANY OTHER Pl1RPOSE.SUC�+AS FIn�qL PLOITING OR FlNAL ENGwEERING. COPYRIG�wn�D�E'i ARCHfTECTl1RAl GR�UP wC.THESE DRAwINGS nnAY NOT BE 13SE0 OR DUPLhCATED wIT�tOUT THE ExPRESS wRrfTEN PERr.nISSION OF w�ODLEY ARCHRECTURAL GROUP INC- A— I S
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� � arch�tect.ural
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12. 1 1 .20 g p,
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Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
N07E: SQUARE FOOTAGE MAY VARY BASED O€V CALCULA710N M�'I'F�ODS �
THESE DRAwINGS ARE INTENOED FOR pESIGt�DEvELnPr�Er�T AND PRELI�INARY STUDIES ONLY ANO ARE NOT TO BE USEO FOR ANY OTHER Pl1RPOSE.SUC�+AS FIn�qL PLOITING OR FlNAL ENGwEERING. COPYRIG�wn�D�E'i ARCHfTECTl1RAl GR�UP wC.THESE DRAwINGS nMY NOT BE 13SE0 OR DUPEhCATED wIT+tOUT Ti-iE ExPRESS wR1fTEN PERr.nISSION OF w�ODLEY ARCHffECTURAL GROUP INC. A_1 L
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littleton, co 801 20 / 303 683.7231
PALM D ES E RT CALI FO RN IA california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS �
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTfING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAW WGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A—� �
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littleton, co 801 20 / 303 683.7231
PALM D ES E RT CALI FO R N IA california // 2943 pullman st. suite A
� santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS �
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITfEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC.
A-18
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A-23
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THESE DRAwINGS ARE INTENDED FOR DESIGt�DEvELOPnnENT AND PRELInnINARY STUDIES ON�Y AND ARE NOT TO BE USED FOR ANY OTHER Pl1RP05�.SUCF�AS FIn�qL PLOTtING OR FlNAL ENGwEERING. COPYRIGHr wppDtE'i ARCH�TECTIJRqL GROUP INC.THESE DRAwINGS rnAY NOT BE USEO OR DUPLhCATED wIT}�pUT THE ExPRESS wRrfTEN PERrsISSIOr�OF w�pDLEY ARCHffECTURAL GROUP INC, A_��
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THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOTTO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTfING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUTTHE EXPRESS WRfTTEN PERMISSION OF WOODLEY ARCHfTECTURAL GROUP,INC. A-26
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woodley
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LX P LA N TW Q S PA N IS H a PT �AS ITA rou ir�c
12 . � 1 .2a g p ,
�O � ��� � � � � G HA-2002 coloradv // 731 sou#hpark dr. suite B
littleton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifQrnia // 2943 pullman 51. suite A
� , santa ana, ca 92705 / 949 553.8919
NOTE: SQUARE FOOTf�GE MAY V��Y BASED ON CA�CULATION METf10DS �
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A-28
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WOOC� I�y
� � arch�tect.ural
LX PLAN TWQ � EDITERRANEAN � PT � ASITA ro� � nc
12. 1 1 .20 g p,
IlllN TA E G H A G HA-2002 �olorado // 731 southpark dr, suite B
Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
N07E: SQUARE FOOTAGE MAY VARY BASED O€V CALCULA710N M�'I'F�ODS �
THESE DRAwINGS ARE INTENOED FOR pESIGt�DEvELnPr�Er�T AND PRELI�INARY STUDIES ONLY ANO ARE NOT TO BE USEO FOR ANY OTHER Pl1RPOSE.SUC�+AS FIn�qL PLOTtING OR PINAL ENGINEERING. COPYRIG�wnpD�E'i ARCHfTECTl1RAl GR�UP iNC.THESE DRAwINGS nMY NOT BE 13SE0 OR DUPEhCATED wIT+tOUT Ti-iE ExPRESS wR1fTEN PERr.nISSION OF w�ODLEY ARCHffECTURAL GROUP INC. A_�(�
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woodley
� � arch�tectural
LX PLAN TWC� �1EDITERRANEAN C� PT CASITA rou ir�c
12 . 1 1 .2a g p,
M 0 N TA� E � � � G HA-2002 coloradv // 731 sou#hpark dr. suite B
lififileton, co 801 20 / 303 683.7231
PALM D ESE RT CALI FO RN IA �alifornia // 2943 pullrnc�n st. suite A
� , santa ana, ca 92705 1 949 553.8919
NOTE: SQUARE FOOTl�GE MAY V��Y BASED ON CALCULATION METf10DS �
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A-30
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WOOC� I�y
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LX PLAN TWO � � DERN � PT � ASITA ro� � r��
12. 1 1 .20 g p,
IlllN TA E G H A G HA-2002 colorado // 731 southpark dr. suite B
Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
N07E: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS �
THESE DRAwINGS ARE INTENDED FOR DESIGt�DEvELOPnnENT AND PRELInnINARY STUDIES ON�Y AND ARE NOT TO BE ItSED FOR ANY OTHER Pl1RPOSE.SUCH AS FIn�qL PLOTtING OR FlNAL ENGwEERING. COPYRIGHr wppDtE'i ARCH�TECTIJRqL GROUP INC.THESE DRAwINGS rnAY NOT BE l?SEO OR DUPLhCATED wIT}�pUT THE ExPRESS wRrfTEN PERrn15510r�OF w�pDLEY ARCHffECTURAL GROUP INC. A_�1
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WOOC� I�y
� � arch�tect.ural
LX PLAN TW � � � DERN aPT CASITA ro� � nc
12. 11 .20 g p,
IlllN TA E G H A G HA-2002 �olorado // 731 southpark dr, suite B
Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
N07E: SQUARE FOOTAGE MAY VARY BASED O€V CALCULA710N M�'I'F�ODS �
THESE DRAwINGS ARE INTENOED FOR pESIGt�DEvELnPr�Er�T AND PRELI�INARY STUDIES ONLY ANO ARE NOT TO BE USEO FOR ANY OTHER Pl1RPOSE.SUC�+AS FIn�qL PLOITING OR PINAL ENGiNEERING. COPYRIG�wn�D�E'i ARCHfTECTl1RAl GR�UP iNC.THESE DRAwINGS nMY NOT BE 13SE0 OR DUPEhCATED wIT+tOUT Ti-iE ExPRESS wR1fTEN PERr.nISSION OF w�ODLEY ARCHffECTURAL GROUP INC. A_��
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woodley
� � architect.ural
Q P LA N O N E 2205 S Q . FT . rou i nc
12. 1 1 .20 g p,
M O N TA G E G H A G HA-2002 colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
PA LM D ES E RT CA LI FO R N IA california // 2943 pullman st. suite A
� santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS :
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-33
A-34
T.O. RIQGE
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WOOC� I�y
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Q PLAN � NE � PANISH ro� � nc
12. 1 1 .20 g p,
IlllN TA E G H A G HA-2002 �olorado // 731 southpark dr, suite B
Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
N07E: SQUARE FOOTAGE MAY VARY BASED O€V CALCULA710N M�'I'F�ODS �
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Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
N07E: SQUARE FOOTAGE MAY VARY BASED O€V CALCULA710N M�'I'F�ODS �
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IlllN TA E G H A G HA-2002 colorado // 731 southpark dr. suite B
Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
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NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULAT14N MFfIipDS �
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Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
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Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
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PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
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12. 1 1 .20 g p,
M O N TA G E G H A G HA-2002 colorado // 731 southpark dr. suite B
littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FO R N IA california // 2943 pullman st. suite A
� santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � 1
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-� I
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IlllN TA E G H A G HA-2002 �olorado // 731 southpark dr, suite B
Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
N07E: SQUARE FOOTAGE MAY VARY BASED O€V CALCULA710N M�'I'F�ODS �
THESE DRAwINGS ARE INTENOED FOR pESIGt�DEvELnPr�Er�T AND PRELI�INARY STUDIES ONLY ANO ARE NOT TO BE USEO FOR ANY OTHER Pl1RPOSE.SUCH AS FIn�qL PLOTtING OR PINAL ENGINEERING. COPYRIG�wnpD�E'i ARCHfTECTl1RAl GR�UP iNC.THESE DRAwINGS nMY NOT BE 135E0 OR DUPLhCATED wIT+tOUT Ti-iE ExPRESS wR1fTEN PERr.nISSION OF w�ODLEY ARCHffECTURAL GRQUP INC. A_��
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Q � littleton, co 801 20 / 303 683.7231
PA LM D ES E RT CA LI FQ R N I A california // 2943 pullman st. suite A
� , santa ana, ca 92705 / 949 553.8919
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PA LM D ES E RT, CA LI FO R N IA santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS �
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littleton, co 80120 / 303 683.7231
PA L�III D ES E RT CA LI FO R N lA cQlifornia // 2943 pullman st. suite A
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NI� NTAG E G H A �HA-2oo2 colorado // 73] southpark dr. suite B
lifitleton, co 80120 / 303 683.7231
PA L�III D ES E RT CA LI FO R N lA cQlifornia // 2943 pullman st. suite A
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12. 1 1 .2� g p.
NI� N TA G E G H A �HA-2oo2 colorado // 731 southpark dr. suifie B
lifitleton, co 80120 / 303 683.7231
PA L�III D ES E RT CA LI FO R N lA cQlifornia // 2943 pullman st. suite A
r �
, santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULAT�ON METHODS
1HESE DRAWINGS ARE INTENpED FOR pE51GN pEVEIOPMENT AND PRELIMINARY STUDIES QNLY ANp ARE Nt]T TO 8E USE[7 FOR ANY OTMER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING_ CpPYRIGHI WOODLEY ARCHITECTLIRA�CROUP,INC_THESE DRAWSNCS MAY NOT BE USEp OR OUFLICATEp WITHOtfi THE EXARESS WRITTEN PERMISSIQ3J OF WOODIEY ARCHITECIURAL GROUP,MC_ A—S�
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M� N TA G E G H A GHA-2002 colorado // 73] southpark dr. suite B
lifitleton, co 80120 / 303 683.7231
PA L�III D ES E RT CA LI FO R N lA cQlifornia // 2943 pullman st. suite A
r �
, santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULAT�ON METHODS
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littleton, co 80120 / 303 683.7231
PALNI D ES E RT CALI FO RN IA cQlifornia // 2943 pullman st. suite A
► �
, santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED dN CALCULAT{ON METHODS
1HESE DRAWINGS ARE INTENpED FOR pE51GN pEVEIOPMENT AND PRELIMINARY STUDIES QNLY ANp ARE Nt]T TO 8E USE[7 FOR ANY OTMER PURPOSE,SUCH AS FINAL PLOTT�NG OR FINAL ENGINEERING_ CpPYRIGHT WOODIEY ARCHITECTLIRA�CROUP,INC_THESE DRAWSNCS MAY NOT BE USEp OR OUFLICATEp WITHOtfi THE EXARESS WRITTEN PERMISSIQ3J OF WOODIEY ARCHITECIURAL GROUP,MC_ A-S S
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NI� N TA G E G H A �HA-2oo2 colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
PALNI D ES E RT CALI FO RN IA cQlifornia // 2943 pullman st. suite A
► �
, santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED dN CALCULAT{ON METHODS
1HESE DRAWINGS ARE INTENpED FOR pE51GN pEVEIOPMENT AND PRELIMINARY STUDIES QNLY ANp ARE Nt]T TO 8E USE[7 FOR ANY OTMER PURPOSE,SUCH AS FINAL PLOTT�NG OR FINAL ENGINEERING_ CpPYRIGHT WOODIEY ARCHITECTLIRA�CROUP,INC_THESE DRAWSNCS MAY NOT BE USEp OR OUFLICATEp WITHOtfi THE EXARESS WRITTEN PERMISSIQ3J OF WOODIEY ARCHITECIURAL GROUP,MC_ A-S�
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littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
PA LM D ES E RT, CA LI FO R N IA santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � 7
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,WC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-S/
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littleton, co 80120 / 303 683.7231
PA L�III D ES E RT CA LI FO R N lA cQlifornia // 2943 pullman st. suite A
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lifitleton, co 80120 / 303 683.7231
PA L�III D ES E RT CA LI FO R N lA cQlifornia // 2943 pullman st. suite A
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NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULAT�ON METHODS
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12. 1 1 .2� g p.
NI� NTAG E G H A �HA-2oo2 colorado // 73] southpark dr. suite B
lifitleton, co 80120 / 303 683.7231
PA L�III D ES E RT CA LI FO R N lA cQlifornia // 2943 pullman st. suite A
r �
, santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULAT�ON METHODS
1HESE DRAWINGS ARE INTENpED FOR pE51GN pEVEIOPMENT AND PRELIMINARY STUDIES QNLY ANp ARE Nt]T TO 8E USE[7 FOR ANY OTMER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING_ CpPYRIGHI WOODLEY ARCHITECTLIRA�CROUP,INC_THESE DRAWSNCS MAY NOT BE USEp OR OUFLICATEp WITHOtfi THE EXARESS WRITTEN PERMISSIQ3J OF WOODIEY ARCHITECIURAL GROUP,MC_ A �O
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NI� N TA G E G H A �HA-2oo2 colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
PALNI D ES E RT CALI FO RN IA cQlifornia // 2943 pullman st. suite A
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, santa ana, ca 92705 / 949 553.8919
NOTE:SQUARE FOOTAGE MAY VARY BASED dN CALCULAT{ON METHODS
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NI� N TA G E G H A �HA-2oo2 colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
PALNI D ES E RT CALI FO RN IA cQlifornia // 2943 pullman st. suite A
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THOUSAND
MONTAGE PALM DESE RT DINAH j.�� PALMS
SHORE ��,s.
� CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA DRIVE .�.���
BEING A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, AND A PORTION OF THE SOUTHEAST .ID �
QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, ALL WITHIN TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN. �
w GERALD FORD
� �
SCALE: 1°° _ �oo° RANCHO Q
�o0 50 0 �o0 200 30o M I R A G E 4R��F
LEGAL DESCRIPTION S� T�'
GRAPHIC SCALE EASEMENT NOTES FRANK SINATRA DRIVE
PARCEL A: (APN: 694-300-001-9) w w
w
THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF 1 RESERVATIONS, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM w a PALM �
THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE z � z DESERT "�
THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, THEREOF, RECORDED SEPTEMBER 12, 1960 AS INSTRUMENT N0. 79385, IN � � w Y
� , � � , , , � , � , , , , , , I � , SAN BERNARDINO BASE AND MERIDIAN. BOOK 4811, PAGE 137 OF OFFICIAL RECORDS. AFFECTS PARCEL C � � a o
� \� I I I I I I � � I I I I I I I � � CAN NOT BE LOCATED FROM RECORD. �
I I I I I I I � COUNTRY CLUB DRIVE
� � I I I I I I I I I I I I I I I � � ' PARCEL B: (APN: 694-300-005-3) 2 RESERVATIONS, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM
� \� I I I I ��Q��I��° ���°D I I I �9°° ����6��6� I I I I I � � j THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE
� \ \y� �� I I I I I �J � l� I I I I I I ���-�� � THEREOF, RECORDED OCTOBER 5, 1960, AS INSTRUMENT N0. 86352 OF OFFICIAL
� � � THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST,
i � �� �_._L————L———�————1————L——� , �——�————L————I———_�_———L———1� �� � I I SAN BERNARDINO BASE AND MERIDIAN. RECORDS. AFFECTS PARCEL B. CAN NOT BE LOCATED FROM RECORD. VICINITY MAP
� SCHOLAR LANE WEST SCHOLAR LANE EAST � I
�------- --------------------------------�------------------------- ----- J � � 3 RESERVATIONS, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM NTS
\ I � � � THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE
� , --- --- --- / � I PARCEL C: (APN: 694-300-014-1)
I � ,�--r----�---�----T----�--� �--T- �-- �- T- �---r�� � , � THEREOF, RECORDED JUNE 10, 1960, IN BOOK 2736, PAGE 56 OF OFFICIAL
\ I /��-� I I I I \� �/ I I I I I I \� �/ � � � THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF RECORDS. AFFECTS PARCEL D.
/ � THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, CAN NOT BE LOCATED FROM RECORD. GENERAL INFORMATION
I � I I I I I I I I I I I I
� W I I � � SAN BERNARDINO BASE AND MERIDIAN.
� I I I I I I I Z I I I I I I I I I � Q4 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, 1. EXISTING GENERAL PLAN: TOWNCENTER
I i I I I I I I I a I I I I I I I
I � I I I I I I I J I I I I I I I � I � EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE CITY FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES,
� � I OF PALM DESERT, A MUNICIPAL CORPORATION, AS SET FORTH AND DESCRIBED RECORDED MAY 27, 1966 AS INSTRUMENT N0. 55493 OF OFFICIAL RECORDS, 2• PROPOSED GENERAL PLAN: CONVENTIONAL SUBURBAN NEIGHBORHOOD
I I I I I I I I I I I I I I I I I � AFFECTS PARCEL D. 3. EXISTING ZONING TOWNCENTER
I �� I I I I I I I , I I I I I I I I � i IN THAT CERTAIN DOCUMENT RECORDED JUNE 28 2002 AS INSTRUMENT N0.
------ -
___ � ___�__ � I 2002-357980 OF OFFICIAL RECORDS. 4. PROPOSED ZONING: PLANNED RESIDENTIAL,
N 89'S4'58" E 621.42' �-+ -+ -� �� + -� � � ALSO EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE CITY � FJ�SEMENT IN FAVOR OF CITY OF PALM DESERT, FOR ROAD PURPOSES, RECORDED
Q� � I I I � I I I � � I I 6. PROPOSED LAND USE: SANGLE FAMILY RESIDENTIAL
I I I � I I I � I � OF PALM DESERT, A MUNICIPAL CORPORATION, AS SET FORTH AND DESCRIBED IN NOVEMBER 1, 1985 AS INSTRUMENT N0. 247397 OF OFFICIAL RECORDS,
"°`" 3 �� I I I � I I I � I � � THAT CERTAIN DOCUMENT RECORDED JULY 21, 2014 AS INSTRUMENT N0. 2014- AFFECTS PARCEL D.
� 1 � '��SJ a"�° a I I I I I � I � 0268860 OF OFFICIAL RECORDS. 7. ADJACENT LAND USE: NORTH: SINGLE FAMILY RESIDENTIAL
�" '��� '�'�° s'S' '��1 � ��I I I I I I � I � Q6 EASEMENT IN FAVOR OF THE CITY OF PALM DESERT, FOR OVERHEAD UTILITIES, SOUTH: SINGLE FAMILY RESIDENTIAL
�� �,� �n.e x M � I I I I I � I , � RECORDED JULY 28, 1986 AS INSTRUMENT N0. 177402 OF OFFICIAL RECORDS, EAST: VACANT
o �"�' �_� b r' I � I I I I �_, I I PARCEL D: (APN: 694-300-002-0) AFFECTS PARCEL D. WEST: VACANT
zx
� I
� =�a � Q X° Z ` \�--�----�----�----�----�---�''�/ \�� � � THE SOUTH ONE HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER �7 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, $• ALL GRADED SLOPES WILL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE SHOWN
" �'��� WNDFLOWER COURT I � � � OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, AND APPROVED.
X PARCEL B � ° -------------------------------------- � FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES,
p�= ,��_ � , l� � SAN BERNARDINO BASE AND MERIDIAN. RECORDED NOVEMBER 6, 1986 AS INSTRUMENT N0. 280713 OF OFFICIAL 9. THE APPLICANT/DEVELOPER RESERVE THE RIGHT TO FILE MULTIPLE FINAL MAPS
\ �ne (694-300-005) 38.00 ____ __ ___ � � I RECORDS. AFFECTS PARCEL D. FOR TENTATIVE TRACT MAP, PURSUANT TO SECTION 66456.1
/ x , ,,, � � T r � � �'�� i I � I EXCEPTING THEREFROM ALL OIL, GAS AND OTHER MINERAL DEPOSITS, TOGETHER
� I I WITH THE RIGHT TO PROSPECT FOR, MINE, AND REMOVE THE SAME ACCORDING 10. THIS IS AN APPLICATION FOR A DEVELOPMENT PERMIT.
sra� � 3 I I I I I I \�� �/ � � 8 RESERVATION, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM
�nJ YIRf m, I TO THE PROVISIONS OF SAID ACT OF JUNE 1 1938 AS RESERVED BY UNITED 11. ESTIMATED EARTHWORK QUANTITIES: SEE BELOW HEREON.
s�� x � ,,,., '� � I I I I I I I � I � ' THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE
STATES PATENT N0. 1209709 RECORDED JULY 21, 1960 IN BOOK 2736, PAGE
- S3= ° x � I I I I I I � I ' � THEREOF, RECORDED APRIL 22, 1958 AS INSTRUMENT N0. 28992, IN BOOK 12. THERE ARE NO EXISTING HABITABLE STRUCTURES WITHIN THE TENTATIVE
,� x ,n, �X* �d M 56, OF OFFICIAL RECORDS
„ss� � p b I I I I I I I j ' � � 2259, PAGE 2, OF OFFICIAL RECORDS. AFFECTS PARCEL E. TRACT BOUNDARY
'�" PARCEL E: (APN: 694-300-015-2) CAN NOT BE PLOTTED FROM RECORD. 13. MINIMUM PUBLIC/PRIVATE STREET GRADE IS 0.5�
- z I I I I I I � I � 14. THE APPLICANT/DEVELOPER RESERVES THE RIGHT TO MERGE LOTS ON THE
I I I I � I I
� � THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF � �SEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, FINAL MAP(S).
------------------------------------------ -- ' I FOR PUBLIC UTILITIES, RECORDED FEBRUARY 11, 1966 AS INSTRUMENT N0. 15817
� N 89'54'46" E 609.62' � � � THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, OF OFFICIAL RECORDS. 15. ALL IMPROVEMENTS REQUIRED BY THE CITY OF PALM DESERT SHALL BE INSTALLED
SAN BERNARDINO BASE AND MERIDIAN. TO THE SATISFACTION OF THE CITY ENGINEER.
I I � AFFECTS PARCEL E.
�, �� � �` I e � I ' � EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE CITY 16. ALL PROPOSED LOT DIMENSIONS ARE APPROXIMATE.
�,, n, I ��, ,�nJ '� Q6 I Q4 , �f � OF PALM DESERT, A MUNICIPAL CORPORATION, AS SET FORTH AND DESCRIBED 10 EASEMENT IN FAVOR OF THE CITY OF PALM DESERT FOR PUBLIC ROAD AND
� � � �' '�13 l�a X j � '��� �' �� 5~� 50' I f j IN THAT CERTAIN DOCUMENT RECORDED JUNE 28, 2002 AS INSTRUMENT N0. HIGHWAY PURPOSES, RECORDED NOVEMBER 1, 1985 AS INSTRUMENT N0. 247400 ��� DON REEADL CORP RATION, DATEDL MAY A$D��05PILED PHOTOGRAMMETRICALLY B
?c �'�' s� s%= ,�� �, R, �, I � _� 2002-357980 OF OFFICIAL RECORDS. OF OFFICIAL RECORDS.
o �ras o �'"' � x + �"' x j + � ��d Q j Q � j ALSO EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE AFFECTS PARCEL E. 18. SCHOOL DISTRICT: ELEMENTARY: DESERT SANDS UNIFIED SCHOOL DISTRICT
I C I n O F P A L M D E S E R T, A M U N I C I P A L C O R P O R A T I O N, A S S E T F O R T H A N D D E S C R I B E D HIGH SCHOOL: DESERT SANDS UNIFIED SCHOOL DISTRICT
� � � ��a j '��B '��s f , 5�j 50' ' I IN THAT CERTAIN DOCUMENT RECORDED JULY 21, 2014 AS INSTRUMENT N0. 2014- 11 EASEMENT IN FAVOR OF THE CITY OF PALM DESERT FOR OVERHEAD UTILITY, 19. THE PRELIMINARY GEOTHECHNICAL/SOILS REPORT
�
�,,, P A R C E L A � ��*� I �,� � �� P A R C E L D � � , � � 0 2 6 8 8 6 0 O F O F F I C I A L R E C O R D S. RECORDED NOVEMBER 4, 1986 AS INSTRUMENT N0. 278659 OF OFFICIAL PREPARED BY: SLADDEN ENGINEERING, INC.
3 �,,,, (694-300-001) ��, � i �"' (ssa-3oo-002) � \�J � I RECORDS. AFFECTS PARCEL E. DATED: XX
, � A L S O E X C E P T I N G T H E R E F R O M A L L O I L, G A S A N D O T H E R M I N E R A L D E P O S I T S, 20. PAD ELEVATIONS SHOWN HEREON MAY BE ADJUSTED PLUS OR MINUS 0.5 FEET.
o * o � �J �'� x - � �, � TOGEfHER WITH THE RIGHT TO PROSPECT FOR, MINE, AND REMOVE THE SAME 12 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION,
� ) '� �, x �.,, ,�, � �c� I '� x � � I A C C O R D I N G T O T H E P R O V I S I O N S O F S A I D A C T O F J U N E 1, 1 9 3 8 A S R E S E R V E D F O R P U B L I C U T I L I N P U R P O S E S, R E C O R D E D N O V E M B E R 2 5, 1 9 8 6, A S I N S T R U M E N T 2 1. A L L I M P R O V E M E N T S R E Q U I R E D B Y T H E C I N O F P A L M D E S E R T S H A L L B E I N S T A L L E D
I BY UNITED STATES PATENT N0. 1209709 RECORDED JULY 21, 1960 IN BOOK
� b � " �`° ��3 'X I sX� �,�, � '�b ,�e I W , `. N0. 299187 OF OFFICIAL RECORDS. TO THE SATISFACTION OF THE CITY ENGINEER.
� Z x�, ,�_ �X, s�* ,�n= � ( � p � � � Q i 2736, PAGE 56, OF OFFICIAL RECORDS AFFECTS PARCEL F. 22. PROPOSED PRIVATE DRIVEWAYS SHALL NOT HAVE DIRECT ACCESS ONTO PORTOLA
�,r� , e � ,�, ,��, � w ' o AVEN U E.
x I � I
\x'� � .� '� '� X s�s. � r�.� I � � , �,R, ?1 I � o a I �
J
' I `� I - � 23. PROPOSED OPEN SPACE LOTS ARE PRIVATE AND SHALL BE MAINTAINED BY AN
----- ------------------------------------------- --------------------------------------- APPROVED HOMEOWNER S ASSOCIATION
~ � � � � U1ILITY PROVIDERS LAND USE SUMMARY
I I 3 J � �� �
z 3 �* � j � � x � j M � � I WATER: COACHELLA VALLEY WATER DISTRICT �
x � �� x � � „ ,�a� � ,�nB �� � � Q I SEWER: COACHELLA VALLEY WATER DISTRICT e .
, LOT NO• LAND USE ACREAGE �� PERCENT (� � OWNER
�, J '� � >' ��" �"' � b a ' I GAS: SOUTHERN CALIFORNIA GAS COMPANY
�, � �'x a x �* � �, ,�°* ,�n� � zX ��, ,�n° X, � Z I ELECTRIC: SOUTHERN CALIFORNIA EDISON
1-37 SINGLE-FAMILY RESIDENTIAL 8.81 AC. 37.69% CITY OF PALM DESERT
\ O � ,�J 6 � o AJ � � I TELEPHONE: VERIZON WIRELESS �
\ , I CABLE TV: TIME WARNER 9 700 SF MINIMUM)
'� �, 11 I 9Q � 38-63 SINGLE-FAMILY RESIDENTIAL 5.00 AC. 21.39%
x x s�x� X° �
� '�� � �6 '�� j � 5~� 50' � `� I (7,200 SF MINIMUM)
� '�� �' I I I _I � A-G PUBLIC STREETS INTERIOR STREETS DEVELOPER:
+ � � PARCEL C �� �,e � � PARCEL E � Q � Q , � ( ) 5.10 AC. 21.81�
� x O �b , (694-300-014) 'X (694-300-015) �2 I �� , BASIS OF BEARINGS °
�, x \ x � 5 50 I H PUBLIC STREET - JULIE DRIVE 1.13 AC. 4.83% GHA INVESTMENTS, INC
� e � � ' ��\ �J I , �xf��B / .� �� � , I-U OPEN SPACE - LANDSCAPE 1.96 AC. 8.38% .
� � '�` ��' I . • � I ' ?� � THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF V-X O P E N S P A C E - R E T E N T I O N B A S I N S 1.3 8 A C. 5.9 0� 3 0 8 7 5 D a t e P a l m D r i v e, S u i t e C-2
1 � 4=1� ��� 1 2� N 4 4 5 4 1 7� E � I P O R T O L A A V E N U E A S S H O W N B Y T R A C T M A P N 0. 3 6 7 9 3 A S F I L E D T O T A L 2 3.3 8 A C. 1 0 0.0 0 �
R=1038. o0 3 2.5 3 ' ' Cathedral Cit CA 92234
— — — — — — — — — — — — — — — — — — — � i
• � � � I N B O O K 4 6 3 A T P A G E S 1 8 T H R O U G H 2 4, I N C L U S I V E O F M A P S, Y�
N 8 9'5 4'0 E 2 0 9.9 9' _ , 4=1 1 1 1 1 2 ` , »
N " �- INST. No. 2014-0268860 •66 R�62. 00' , ' �___ OFFICIAL RECORDS OF RIVERSIDE COUNTY, BEING N 0'05 38 W. PH: 760-969-1400
� � CONTACT: MARIO GONZALES
o - —---_ �1 �=T87.82' 27.00' � '
,m N 89'54'08" E 622.05' Z JULE DRIVE r ��____ N 89'54'08"� E � COLLEGE mario@ghacompanies.com
--�--T----T----�--__�---------------- �—�---- DRIVE BENCHMARK PRELIMINARY
i i i i i i i i i , i i i i T--_ i �
�� j � � I I I I I j � j I I j I I_ j � �� j I �--- BENCH MARK N0. PD #101 ELEV. 229•507 EARTHWORK ESTIMATE� �P� LqNO
, , � , , , , , , , , , , , � � I � PREPARED BY: ��� sG
� I I � � I I � ' � LOCATION: CUT FILL ��' �5 �' eF` �'�
� I I I I I � � I I i I I � I � � �
a, � I I I I I � � � I I � I �� I �� I 2" CITY OF PALM DESERT BRONZE DISK IN CONCRETE MASS EXCAVATION 97,686 C.Y. 10,139 C.Y. � �� _ �
� � l �,_,y\ I I I � i �I I I � I � I � CATCH BASIN AT THE NW COR. OF C.B., SOUTH OF THE SHRINKAGE (15%) (12,210) C.Y. C� . � * L.S. 6588 *
� � � � � / � � � \ � � � , Ex . 12-31-21
� I y �--�----- ---- J-----1---� I I I �---1----1---- --------1----i �� I , � SW COR. OF PORTOLA AVENUE & GERALD FORD DRIVE. SUBSIDENCE (0.17 ) (3,400) C.Y. 577 C.Y. 12/11/2020 �� P \P
I � I � I ENCORE LANE \�-' I I OVER-EXCAVATION 74,079 C.Y. 83,339 C.Y. CHRIS J. BE GH, P.L. . 6588 DATE: qT �
� ---------------- .�R� LANE ------------- --- � DATUM: NGVD29 F�F CAL�F�
r----� - ---- --�-+-rt-�---------------�— --� ` I I NET TOTALS 159,155 C.Y. 94,055 C.Y. EXPIRATION DATE: 12/31/2021
I I I ------� I
I �. ��--r----r----r----T----T---� I I �--�----r----�----�--_� � j � , � EXPORT: 65,100 C.Y.
I � � ��-�' I I I I I �.1 �� I I I I �� �� I I 41865 Boardwalk,
I I I I I I I I I � II I I � � � I i I � MORSE
I I I I I I I I I I I � � j �--�' 1 I � I NOTE: Suite 218
I I I I I I I I I ' I I � � � � � I I Palm Desert,CA 92211
I I I I I I I I I II � � � � � I � I UPON APPROVAL IT WOULD BE OUR INTENT TO DISPOSE OF
SH IN EXPORT MATERIAL ONTO THE EXISTING VACANT LAND, WEST � S C H U L T Z Voice:760-674-5776
I I � I I I I I I I I I I I I I i � I I I OF THIS PROJECT SITE.
SHEET 1 TITLE SHEET, LEGAL DESCRIPTION & NOTES
SHEET 2 TENTATIVE MAP & PRELIMINARY GRADING IF SUCH APPROVAL CAN NOT BE OBTAINED, EXPORT MATERIAL P L A N N E R S E N G I N E E R S S U R V E Y O R S
SHEET 3 TENTATIVE MAP & PRELIMINARY GRADING SHALL BE DISPOSED OF AT AN APPROVED ALTERNATE LOCATION.
SHEET 4 PRELIMINARY WATER & SEWER
SHEET 5 PRELIMINARY GRADING SECTIONS
SHEET 6 PRELIMINARY GRADING SECTIONS TENTATIVE TRACT MAP N0. 37993
PRELIMINARY GRADING PLAN
CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA
DECEMBER 11, 2020
SHEET 1 OF 6 SHEETS
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----------------- - - --- -------------------------------------------------------WIDTH=40', BOTTOM ELEV. TO BE MIN. 2 FEET BELOW ADJACENT PAD ------------------------ ----------------------------- -------------
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� � � .� � o o N Fs PAD=288.1 286.0 � 1 7 � W �
' � �� � � � o� FS w 9 10 11 12 13 14 15 w 16 � ,2,340 S.F. N N� ��, =
� � � � � � �, 10,800 S.F. - � � � \ �
� � � ' � o Z"' 285•8 � '�-' � � 10,200 S.F. � 10 200 S.F. °`�..' 10 200 S.F. �`�-' 10 200 S.F. � 10 200 S.F. � PAD=274.9 PAD=273.2 �;, N o � \ ��
�____________� I = �m 134' FG 5.6' 0 10,800 S.F. _ 10,200 S.F. , , , ,
' � � - - - - - - m c� "� PAD=284.2 PAD=283.2 PAD=281 .9 PAD=280.7 PAD=279.6 PAD=278.0 PAD=276.6 � �;� \ ��
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D N
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\\ � � �Q' � , r z_ � \
/ \\\ 1 L � , D O I �00 � 9,916 S.F. � 284.8 273.6 2FG 9 � �1 -
11 � o r'J N PAD-287.1 TC 282.8 281.9 280.6 279.4 278.3 276.7 275.3 F� 4�, � � -
II �� I� :� � FG 76� FG 75� FG 75� FG 75� FG 75� FG 75� FG 75' 15' 18' �4�
I �
� I I� � � �
II o� o
�/ / L------J � � 288.0 284.3 271.7 �, � o L------
� i �� � - - - - - - - FS 134' FG 284.0 279.7 TC 282.0 1.7% 280.3 278.6 276.9 � 276.0 � 274.9 � 272.7 T� 271.0 N ' �1, � N �
�� �� ----------1 o FS �„ FS � FS FS FS FS FS c„ - FS FS �; o
�� �� / 2.2% c�
�� �� I !� 283.9 FS � � � � � � I
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G) ' ' ' 272.1 TC
\ �� � / � � / v N N L___-__
D
�
�------
� 9916 S.F. � � � � 2
\\�\ /� � 1 I � PAD-285.6 282.8 76' 281.9 74� 280.6 74' 279.4 74' 278.3 74' 276.7 74' 275.3 74' 273.6 76� 272.3 � '" r-----�_
�� � �� / •`D o �� � 2 8 3.3 FG FG FG FG FG FG FG FG FG ^^^ I
\\ /I � � � :� � T� � � � � �
I 11 II �J o� o , , ��� r 10' � N � � I � �
III II ---------J �;� 12 10 12 134' 283��.1 � �;� I rJ Cfl
I� � �I - - - - - - 20' 20' � �, c� � I .�
� N <-^i
�� �� --------� 28,.o ti 25 24 23 22 21 20 19 18 0 � �--------�
�j i j� � �� , �� FS `j '� 282.5 N 10 400 S.F. � 9,760 S.F. � 9,760 S.F. � 9,760 S.F. � 9,760 S.F. -. 9,760 S.F. � 9,760 S.F. � 10,400 S.F. � � �
I� �I D j � � � � FS � PAD=284.2 N PAD=283.2 N PAD=281 .9 N PAD=280.7 N PAD=279.6 N PAD=278.0 N PAD=276.6 N PAD=274.9 O0 � - - - - - - -
p 9,916 S.F. -
� ,
I� �I � N j N.:�N Z PAD=284.4 �, 6 � v �
� �--------
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I � �I j � O0 :� W � �
z �, o 0
�I I j � � �� � � � 282.0 � � � � ��� � � D
�� I� � � � � 0 134 F� �
� � ; �
�� �� - - ---=J - � o D � ' ^, m � � � � I � o
� I� I �I ------ n 5.6' � c.�',.� � o C� � � o
i� �i � m / 80' 74' 74' 74' 74' 74' 74' 80' � ; m � � �--
�' , �� ; � p 4 � � - ° �----
� �
i i i i D 1 � v; m � 9,916 S.F. � ; � 0 � N N N � ��------
I� �I � ca � ry 286.o z PAD=283.3 _ , o � � o N � DO I o
� � � °° o"'o :� � � FS (n 281.0 � �' � � -/ / o N � �, v ; o O � n IV
,� �, I � � Q, :� u, � � � � m ,�, o 0 o N 1
i� i i � � ��� D 2so.9 FS m � �� � o N Z � ;� � �O I �
FG z U, � � �] � �--
i j j� -----� � ' � m 134' (�
- - - - - -
� '� � _____ � 26 `�
,� ' '; � 27 28 29 30 31 32 33 ° D --� ---�-
� � � � �--
� � � `'J 14,100 S.F. � 10 � m � �
i i i i � 0 285.5 � m � � 10,660 S.F. � ,660 S.F. � 10,660 S.F. � 10,660 S.F. �; 10,660 S.F. � 10 660 S.F. � 11 ,400 S.F. o z m - � -
� _ _
�� i �� � � I � _ FS_ __ ____ � � PAD=279.5 � PAD-278.2 � PAD-276.7 � PAD-275.3 � PAD=273.0 � PAD=270.0 � ' � PAD=266.4 C� °
jl ij D 1 I � � 9,916 S.F. � l� PAD=267.8 D v�v � r--------
O � V �
�� �� � � � I P A D=2 8 2.2
i � i I N.�N lo � � m lo 000 0 � D
I I I I � I � :`�' N �� r., 1� � cT'-� � � � N
I I N J N 2 7 9.8 2 7 9.6 � `" � o � � N
�I I� I o� o , , c.,.� p�j
�� �� � �;� 284� 134' FG TC 10 � 10 0 � I �
� �� I� ---------J -- FS-- 279.5 278.1 276.8 275.3 273.9 271.6 268.6 266.4 265.0 263.5 N v ° j �
I I �I 7 4 7 4 7 4 7 4 7 4 7 4 7 6 F G N 0 � L--------
I� � �I FS FG 80' FG � FG � FG � FG � FG � FG � FG � w � �
I �� �I r------� 2 �
�� �� I I � I � � �, 278.5 TC � � � � � � 262.4 �.�� i------
� � I� D 277.0 275.0 274.0 272.8 269.0 267.3 266.0 264.0 263.3 N N N �
� � 9,916 S.F. � 2.0� � � 0.89 �C. � � � 2.0� � J � I �
I� �I I � � 1 � � 279.0 FS � FS FS FS i FS FS FS U, � FS TC FS/LP � o rn n
I I -� � I �^^ 283.2 PAD=281 .1 � � � � � � � � ��� j � �
I I (3� FS rn 271.0 0 0 o I ��
I ;� , �; I � � � :� o -- FS--- BVC 2�s.s � � STREET E� � Fs � � �
263.3 ,
---- ---- - � � � � � �
264.7 TC TC � � � �,,
�i i� � � .J ;,, 72' 278.6 FS ,--
I I � ��� , 134' FG , � , � � � I
�� �� � � 52 1 12 278.2 278.1 277.6 75 276.2 75 274.7 75 273.0 75 270.2 I 1
� � � --------� L-----
�I i I� - - - - - - - - TC FG FG FG FG FG FG �. � L_
I I 30 20 / i 278.4 .. �- , � - - - - - - -
i� �i -------� . 281.3 � / F G I N N N
I I
I I ^^^
I� i �I � ---FS--- ---- � 10,600 S.F. o MVC 2Fs $ o � � i--------
LOT V ��� � �
j� I j D 1 � � � v � PAD=279.9 � 37 36 ^ --- 271.o Tw 268.o Tw � � � D
d� I � � 35 �`"� 0.81 AC 265.0 FG 262.0 FG , � I � N
�I I� � � o J N � , � 263.0 TF 260.0 TF 3 C D �i
�� i �� ^^^ �4 10,000 S.F. 10 100 S.F. � W 10,040 S.F. N 270.o Tw :��� � �
10,100 S.F. �
� � N .� N � � LOT Q � � ' W �, o O P E N S PAC E/ 264.0 FG � � � s ENT :� o � � J
J �I �� �-- � � :; � r � � , 276.8 PAD=278.9 PAD=277.5 � PAD=276.0 PAD-274.2 262.0 TF � � � �o o I �
'i '' , o� 0 279'8 '- �z5 FG OPEN RETENTION �� �� ��--�- ,
� � � 276.6 276.6 �, �
--------J � FS �' L--------
' � , � \ � � � ----------- LOT J N Tc Fs SPACE BASIN A " �
� I I � � _ 0.07 AC.
-�� � \ _ N 0.21 AC. 100YR. WS=263.� 268.0 TW z �--1CI��"�1N---rtg'I��'----- - (257.7) FG
� � �� EX. 8' SIDEWALK
� BOTTOM=258.0
/ ,�---=\ �.__________________ \ N i� r.� � � `2 � o (2.1 AC/F_f) 262.0 FG ,oWo SQ ��� -------- ---- __________________
---- -
�---� J J � � � �� � c� cn c� ry 260.0 TF ��i
(261.18) EX. 8" C&G (258.18) w (257.23) TC
� co � o0 1 � O0 �m � o ��� O�
� � SHEPHERD LANE � o �, � 0.22 AC. 2�, ;, � T� T� (256.56) FL
� � I ?•0% � , � 60' 75 75 60
� � � iii I I �2'
- - - � � 275.1 �� ��- - - - - - - - -
N
� J � � � � cO �r �J V V N FS 273•9 LOT R N N�'/ � , mN 261.38) SHEPHERD LANE
\ -� � � ='________________���. �� � i�' � N 4'� � n � N 111' , 0.45 AC. 108' o o � / � rn rn� n � � �----------------- -----------------
___ FG I I� , TC H P
\ _ / \\ Z � . � � � N oo� II �, ----------------
_ _ � � ---------------- --
� _-- -
-\��� � - � \�� C '�'- �� - - �266.0 \ � c' � / i .D ,1 ��� �I � �j�� � - - - - - - � - - - - - - -
PREPARED BY: TE NTATIVE TRACT MAP N 0 . 37993
�
M 0 R S E 41865 Boardwalk, SCALE: 1>> - 40� P R E L I M I N A RY G RA D I N G P LA N
. Suite 218
PalmDesert, CA92211 40 20 0 40 $o ,2o CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA
S C H U L T Z
Voice:760-674-5776
DECEMBER 11 , 2020
PLANNERS ENGINEERS SURVEYORS GRAPHIC SCALE SHEET 2 OF 6 SHEETS
I83006\PRELIM\TTM SHT 2 12/11/2020
i
/ il ji � o� o �iy.o II ' " ILJ ry 276.6276.6 UI�CIV : r�` i �i� i iviv .. .. .. U ��� �
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u
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-� � L _ V _ -
L� � N 0.21 AC. 100YR. WS=263.0 268.0 TW Z � --1�1-0`fl�'1-`r�1V---rt91��'--�-- (25�.7 FG
� � � �� EX. 8 SIDEWALK
' � �� '� N � N BOTTOM=258.0 262.0 FG � � - ___ ----------- ---- __________________
�---��---=- J__________________ J \ � J i� � c�-� cJr� � � N (2.1 AC/FT) 260.0 TF ��,��� - --
� �o � o0 1 r � 'm � o Q �, (261.18� EX. 8" C&G (258.18� � (257.23� TC
� � S H E P H E R D L A N E � o �, � 0.2 2 A C. ��, ;, � T� T� - (2 5 6.5 6) F L
� .J I ?•0� � , � 60' 75 75 60
� � � iii I I �2'
- - - � � 275.1 �� ��- - - - - - - - -
�� � � �� � � � N � � FS 273•g LOT R � � m 261.38) SHEPHERD LANE
n . n � . . . I� �J N N N f� � � N
-----� � --- � � v � � � im � N 4.1% � n � , 0.45 AC. � � O0 � � rn rn� n � � -----------------
FG I I� , TC H P
� � _________________ ��. � � cn � � r., 111 � 108 0 0 � � � ^ ry oo� II � ��:-----------------_�__________________
� ��� � � - ��\ < � � � � p1' �i�V� � D o o� II � /�� - - - - - - - - - - -
� - � -
N � ` 266.0 T' " � 1 �; �� ii�
\ I � I / _ _ � \� N �Q F� -` I N � �-, c� __� I I �, � //� �
� �i / ---------� � LOT K _ �, � � � 49 � � �, , � / � �--------
�v_ d? y � I `. I II o l� �--------,
� I� -,� I I II ,,, 124' , 8,140 S.F. � 90� o o I
I� ��� �. I I I N N N � � 273.2 56 PAD-275.2 W O Gs 266.0 0 7,870 S.F. o �;, o I J� I I � �I� � � � I �
I� � `��� � � ��., I I I � � � � FG � FS/HP PAD=266.0 `" � f I �� --� � I I �
�� � ��� o I � :� � � �� � oo 'v� �, m o I �� �� r �, 1 cn I N
I , 1 , o :� � �, � 63 2�2.6 z � - - - L--__-_� �� „ , � � � �
I� �� o�o � �„ •� �, I I I � r c a, r., FG 123' 265.2 � U, I I I � I I I � � I �
I I iv o� o c� Q
I I I I I � � ��� I I I U�2 O O S.F. � N N' � N FG �Z9 D I N I I I � I I
� I �L � �� ` W o C7 ������ r-----______ �� rn �
� II � . � �
I � � � � � I II
I� i �� I I I I � PAD=275.9 n N N N I m o ��
� i� '� - - ------� - - i i i 2�2.2 39 �' 4 8 0 0 0 _� 01 � �J i i � � ii � - - - -
�
�� �I ---------- I I I 130' FG N 7,940 S.F. N 9,380 S.F. � ; � � j N cn S- �,�� " I i �
��� ---J
I� � �� � I"I I x PAD=273.9 _ � N � lo�� �� R/W I R/W
I� �� � I I -I I � 264.5 PAD-265.0 � o � D�� i �� 72
I I� a I U, 272.0 FG � � � ��� I I 10' 52' 10'
I� �� � � I I�,II m 62 , -------- 264.5 � � �� , , , ,
N o � FG 127 FG 154 36 L---------J I I �� 6 26 26 6
I� � �� ; � J J� IDI I � v � 8,040 S.F. rn 125' - - - - - - - - � �� 20' 12' 20'
I� �� �, � � :� � I�I I v - ---
I� �� " � o� o I I I �' PAD=275.1 N N N r j �� � I i i
,� � � ��,-- i � 40 47 � � � � � „ �
i i � i i _ _ ____� �' � � i i i � 2F��$ N N 8,120 S.F. N 263.7 N 7,880 S.F. � ��� � D 1 r i i � �� - - - - 72' R/W - STREET SECTION
� � �� N 127 N � �, � L__ c� � ��
i i i _________ � ,, � P A D=2 7 3.3 F c - � N � ii JULIE DRIVE
�� �� � I �I � � � �---- PAD=265.8 �, � � � o I�
�I i I I I I I I � 271,6 263 � I ' I I I � �� I � (CITY STD. 308)
I � --, I II � , � �
j I rn I I � � o � i I I �' � 61 FG 130 FG 128' �_ , �� � Z I I �
I I� Z �I o � I I � I I I I o � I �� I D �
�� i � �� oo D � W � J J� I I i �I � � 8,0 4 0 S.F. � I� - - - - - - - - I� � �� � � R/W I , R/W
I � �I I � � o � ��' J �� P A D=2 7 4.3 I C n 2 6 3.2 _____ N �I � 5 6
j I 0 I� � " � o� o I I I � � 41 F� � z r - � I I � I r I I p0 � 10' 36' 10'
I� � �� I � � ;�� I � �� i � 271.3 � N 8,040 S.F. ,�; '-- N 46 � � �/ � � � � � i l � � �� , , , ,
I � I� � � � � �� � " - 0 7 880 S.F. � • o 0 6, I I I I � 6 18 18 6
I rn �-��------- � FG �1l PAD=272.9 � � cr � �I �
I � I� - - � I I � 1 2 6 -A / � o 'v� c n I � � I I -
�__ - ^ 177 cb PAD=265.0 i o 0 0 � D �� �, rn �� [� O �
i I I I � o I I J i 1 L�I.2 n 263.2 LOT W � TI ,n �L I � 1 I �I � I I � o
I cr � ' . � � GJ II � II
i I I � j I � � D � I � � G O FG 126 FG 124' 0.,43 AC m � � I I �� � (� �
�I Z I� o � o � I I � V
�� rn �� �j � �, � I ^^^ � _ 8,180 S.F. � ��„ o � �___ � `- �� I II o O 56 R/1N - STREET SECTION
, , � RETENTION � i � � ii O i i o � (CITY STD. 307)
�� �j d C� � � � :� � � i �� � P A D=2 7 3.5 `� � 4 2 � q. 'rJ / BAS I N 6 'a� I I I �� �� d
� � � " � J ��' � I �� _ 8,0 0 0 S.F. N � � N �----� L------ �� C �� �j �
i� �� � � ��� I � �� � 270.9 PAD=272.5 � ^' � 7,8 8 0 S.F. ,� _ 100YR. WS=258.0 - - - - - - - � II R/W I R/W
� ---
_____J I �l � 127� F G P A D=2 6 4.5 � B O T T O M=2 5 4.0 �� N � � II � 50'
i i �i - - - - _ - - � �`� j 2 FG 9 127' 262.8 / (1.4 AC/FT) � � U i-------- �� V I I - - - - 36, 7,
� -----
I � � � I F G 1 3 1' � N N I � I I .� , , , ,
Ij �j � I I II� � 6� 26 G6 �� c �;� r-J D 1 _ II � � �� I 6 1 8 1 8 6
� �� � � � � �� � 59 X. �, � � , N N � � �� „ ,
�� i �� o I � �� � � 8 420 S.F. � 43 � � � �� �� I
�� I� N �' � ^^^ � � PAD=272.8 � �, � 44 � � � I �� I I
/ ��� I� I � � � :� ° � �� N �t � 8,400 S.F. ^' o o /� 7 460 S.F. � I � I �� I .
ii � ; .,, �, � �� � _ � � - �_________� ii � ii 50 R/W - STREET SECTION
/ ��i i I� I '-' I o� o I � �� � � 270.6 PAD-272.2 � PAD=264.1 _ _ _ _ _ _ _ _ � I I (CITY STD. 307)
/� I� � � c' � I ll � � r.� 129 F� �, � 270.5 r I I
, I � ------J I II n I � N O FG �Z�J� � N N N Cn
' �� - --- - - � �� � '��' 26G5 ,o� � ��� �--------� �� � ' i i
I� --� I II � � � W I ^ I I ,� I I � - - - -
, � I �, 269.2 FG LOT S 0.03 AC PROJECT SUMMARY:
ii � i ii �J$ � ��� i o � ii � ii
ji -� i i i � ; � � � i i
� o J I I ll � j � 8,540 S.F. � � J 9o�G� � � D I r�, � r-- II � II
�-. I n r I I I � cn o s � � cn I � I �� I I
N � r� � ��^ PAD=272.0 0 263.6 TC v, z � a, I I
� � i � � N .� N i ii ti ii
� J � i � N � � � � i i i i PRODUCT A (LX SERIES) PRODUCT B (Q SERIES)
� � � II
c-� . � •� o0
��� � � � .J � � �� I � I Z7O.4 N N N N N c�p n � I
�� � I 127' FG 3.8� ; � N N N N � 0 2.3% o � L------J �
� � � �� - STR E E�TS� Ac. � �, - - - - - - - - i i N i i LOTS 1-37: LOTS 39-63:
��,� ,
______J � " � ► �► `� �' � � --------- �� � �� LOT COUNT: 37 LOT COUNT: 26
�� - - - - - � �� � � N N N j I �� � �� � - - - -MINIMUM LOT AREA: 9,700 S.F. MINIMUM LOT AREA: 7,200 S.F.
/ I � C cn cn o� �
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S C H U L T Z
Voice:760-674-5776
DECEMBER 11 , 2020
PLANNERS ENGINEERS SURVEYORS GRAPHIC SCALE SHEET 3 OF 6 SHEETS
I83006\PRELIM\TTM SHT 3 12/11/2020
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PRELIMINARY WATER SEWER & STORM DRAIN
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CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA
DECEMBER 11 , 2020
SHEET 4 OF 6 SHEETS
83006\PRELIM\TTM SHT 2 12/11/2020
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��
LO X I I � I� I I
� 13 21 30 0.45 AC. M LOT W o.�ac - - - i i � i i I
RETENTION I I
10,200 S.F. � � 9,760 S.F. '� 10,660 S.F. I '� 120, �� 0.43 AC (0.�6 AC/FT) � II (257.47)TC � I�25�
i PAD=279.6 ^ � 257.31 FS II TRACT
PAD=279.6 PAD=273.0 I
� �as� ��, w 34 J R BASINIB N U ii �z5s.ao�� I i ii ii BDRY.
�l �3s� �
I 1��9� w ^ �0,040 S.F. � 49 62� 50 � i i i �I
ii
I E- W 56' 7,620 S.F. v� I
N N � P A D=2 7 4.2 �,8 7 o S.F. � 4 8 PAD=260.6 z I I � �� II 4 0 M N. REAR SETBACK
29 ~ � PAD=266.0 ^ 56' w II I �
� 12 22 v, s,380 S.F. � , i ii
ol 10,200 S.F. � � 9,760 S.F. ^ 10,660 S.F. ^ ��� PAD=265.0 � 5 4' � II I � �� 2 0' I 2 0' ' 4' ,
o � PAD=275.3 I I I I� I I 6 NP•� �$ MAX. L O T 1 6
I `ti�G PAD=280.7 PAD=280.7 II
�, N 47 N 46 J i i 2so � � � � H � , 280
� 35 � (259.72)TC i II - �._ L I
i 1 ' 132' 144' ;�, 7,920 S.F. -
^ �,sso s.F. ^ 5 � 2� � I� i � i � , � FF=275.57
�,sao s.F. N o i I P
I � �o,�oo s.F. � PAD=265.8 PAD=265.0 ^ 45 - 44 J I I � I I I - � OPEN SPACE I ,�� � � PAD=274.9
5U 7,880 S.F. M � a PAD=262.0 II I �I � ntItIVIIVIV tsH�iiv � 'S_� �
lti�yG PAD=276.0 �o PAD-264.5 ^ 7,460 S.F. � �, II I � II 275 I I .����,���. 275
I 11 23 28 O PAD=264.1 o II � I� �� I �.�..aavi.=rMu-�.v_.M.�. I ,,�,�,�.
� II � I �I II
i 10,200 S.F. � � 9,760 S.F. '� 10,660 S.F. � ��� � �,[ II K I �� II 270 270
PAD=281.9 PAD=281.9 PAD=276.7 62' � 52 �` I I I �I
, 62- �,920 S.F. II � ,� �� SECTION C-C
I136' 132' 144' �V 62, �� PAD=263.5 �� I I I�
i o� � 10,100 S.F. ^ II
lti � PAD=277.5 � I I(262.65 TC
I � p�Q II (261.30)FL I I 261.84 FS �� '
0.48 �� , � PROFILE SCALES.
B i B 1 � 24 27 0� ac. �� � I ��
10,200 S.F. ^ � � ^ 135� �� OPEN SPACE 53 I � II
s,�so s.F. �0,660 S.F. I I � �I HORIZONTAL: 1"=20'
� PAD=283.2 PAD=283.2 PAD=278.2 � 53' 62' 62� a 7,920 S.F. II I � II
., � VERTICAL: 1"=10'
O 62, � PAD=265.9 I I � � I� I I
I �6l 136' 132' 144' � 37 62' 52' �y � �� �J,� I � I� ��
� ���-G ^ ADo�2789 w ii a i 'i ii
I 9 25 26 M
i 'i`1' 8,140 S.F. ^ 7,940 S.F. N 54 II
� � $ 120, 39 s,�2o�.F. M 41 � �,920 S.F. �I (264.54)TC i j �j ��
_ � 10,800 S.F. � 10,400 S.F. $ 14,100 S.F. PAD=275.2 PAD=273.9 PAD=273.3 � 8,040 S.F. � 42 43 � PAD=268.3 I (263.87)FL � �� II
i PAD=284.2 PAD=284.2 PAD=279.5 6' PAD=272.9 ^ 8,000 S.F. N N
IPAD=272.5 ^ 8,400 S.F. � I I I �� I I
' �32' 0.�2 Tac�. PAC E PAD=272.2 �� O I � �� I I I
�ti$��l � LOT M 0.05 AC � � OPEN SPACE � 62� 62, 55 II � � �� I I
I 62' 7,920 S.F. � II �
I ��g�o� 62� 62' PAD=270.3 I I a � 1� I� I I
I �,G � 56' �� � I�
1.71 AC.
��
� STREET g o.02 a,c �� � � ��
IU II (2s�.�2)Tc � I�(zs�.�s)rc II
� 80' 74' 74' 74' 74' 74' 74' 80' �' � I I �2�� I i �I 266.97 FS I I
A I A ss ss� z �� � I� I I SCALE: 1" = 60'
I� l�a�� 66 ss, o I I � �I I I 6 0 3 0 0 6 0 1 2 0 1 8 0
7 6 5 4 3 2 1 ss' �' ,s' ii � � �I ��
M 9,916 S.F. 9,916 S.F. 9,916 S.F. 9,916 S.F. 9,916 S.F. 9,916 S.F. 10,600 S.F. � �; Y � I
I � � � � � � � � Q � N 6 3 62 II � �I �� GRAPHIC SCALE
i 8 PAD=287.1 PAD=285.6 PAD=284.4 PAD=283.3 PAD=282.2 PAD=281.1 PAD=279.9 ;�, p p � 8,200 S.F. � 61 60 Q �� I I� I I
� � I I
^ �' J P A D=2 7 5.9 8,0 4 0 S.F. ^ g,0 4 0 S.F. N
�ti a� 10,720 S.F. � PAD=275.1 8,180 S.F. � o I I I i i I I I
I �" PAD=288.1 PAD=274.3 PAD=273.5 ' 59 N II �
Ia,420 S.F. 58 ;� 57 56 0 � i i� ��
i w A � PAD=272.8 8,540 S.F. � ;o (269.69)TC � II
�\/� PAD=272.0 8,440 S.F. � 9,320 S.F. ^ O �� (229.02)FL � � II
11 � PAD=272.2 PAD=272.2 �� , � �� �� PREPARED BY:
i 80' 74' 74' 74' 74' 74' 74'
�� , �
` �G LOT J 0.20 AC OPEN SPACE �2' �� � �I II
� - - - ss, I I � ��
272.06 TC �� � M 0 R S E 41865 Boardwalk,
I 66' 66' �• II � l �271.25 FS I� � Suite 218
I � LOT K 0.21 AC � i ��� � S C H U L T Z Palm Desert,CA 92211
----- - ---------- � Voice:760-674-5776
� - ---- --- -----
� - - - /r (277.96)RIM - �i��__ ---- I I I \\\�___
I / I 269.87t INV. (2�$•45)TC EX. 8" SEWER �2��•67)TC ���� 91+ 4.84 PORTOLA=
275.85 RIM JULIE DRIVE 10+ 0.00 COL EGE
� � � _� PLANNERS ENGINEERS SURVEYORS
I 278 30 //� --------EX. 6' SIDEWALK ------- __- (276. -�_� �� �� COLLEGE
, T - - - _ _ _�- - ___�� - - - - I � - -
I00� 296.10 TW 295.90 TW 295.00 TW 294.30 TW 293.60 TW 293.37 TW 292.20 TW 292.20 TW 287.80 TW -/� I 288.20 TW 287.70 TW � ��-� �==�__-__ 273.4 ---- DRIVE�
� �� oo?�o F� o�???F� ???,??F� ?????F� ?????F� ??�??F� 1�A ?????F� ?????F� ?????F� I I� 278.37 ???oo F� ??�??F� 287.00 TW � � � __ (274.13)TC I FS
I I .. .. .. IYI TC " ??v�vF� 286.30TW � ------------------- J � � �
(290.10)TF (289.90)TF r�_�89.00�Tf (288.30)TF (287.60)TF (286.70)TF (284.20)TF (281.80)TF (281.80)TF I I� I I (280.20)TF (279.70)TF (279.00)TF ??�??F� � � --��� I � /'�
---- (278.70)T� � � - \� � �
� ��� �� 285.60 iW � � �/
' r---- ,""FG 284.70 iW 284.20 TW //
I � � � ��� �� f-Z r � � Z 284.90 iW � �� � I � �
, �____, , , , , �____, �____L �____, r___z �____ ��, „ � , , , � , �_r-z, �278.10,� � ???,??F� o�o�oF� �„��F� ,, % TE NTATIVE TRACT MAP N 0 37993
� � i i i i � � � i , � � i , � � ii� ii i i i i r � i L-�-� _r � � � � I i (273•3�
� � � � f Z_ (277 40)TF ■
� � � r__J � � � � I � � � I � � � I I I I I � � I I � � I I I I � � � � 70�� (r.zo)r� I I I � I I �
I I I I I I � � � � � � � ( � I I I ��� II � I � I 1 I I I � � � i . � I I r-J L-� �� � ii
PRELIMINARY SECTIONS
CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA
DECEMBER 11 , 2020
SHEET 5 OF 6 SHEETS
83006\PRELIM\TTM SHT 5 12/11/2020
i��'
EX. 6' WALL ������ TRACT ������
2�$•6 TW BOUNDARY ��� TRACT
TRACT R/W I � � BOUNDARY �����
LOT 17 EX. LOT 18 -�
2so 2so 2�5 20� , 50' EX. LOT 22 2�5 2�0 ; I �tX. 6' WALL _ I��� 2�0
24' 15' �' �T- � 10' � 15' �'p EX. 6 WALL � LOT H , LOT I iur r����,.y� r�� _ i
FF=273.87
� (276'7) TVII I , i H � � i �n. �v i ��
275 PAD=273.2 FF=273.67 2�5 2�� �,I _ o i I 6WALLr FF-266.97 2�0 265 Q�00 WATER SURFACE = 263.0 5 JL' ��' 265
������ ������ �����`�'� PAD=273.0 � - � - P�•_ I PEDESTRIAN " I
270 270 265 N N ������ �����'� PAD=266.3 265 260 RETENTION BASIN B �'��'�� I ACCESS 260
- �,�� BOT.=258.0 � - FF=258.47
�����' `�����'� PAD=257.7
265 265 260 260 255 255
SECTION D-D SECTION E-E SECTION F-F
TRACT TRACT
BDRY. �
BDRY. LOT 31 R�W � ST. E R�W I ��'/
COMBINATION FENCE/ � SHEPHERD
PERIMETER WALL EX. 6' WALL ���
275 LOT 33 R yy � �i. t R W ; � 275 275 20' MIN. �I �� �I i o i� 268.3 TW ; i�� 275
� ,,,i � a� i - ; FF=270.67 � ;^� "' i �i� i ,!
20' MIN. � �� � � o�� I , , � ��, �� � ,�� PROP. WATER �i
� � F'AU=L%U.� �� � EX. LOT 16 270
� � ��o �2 �2 270 270 N N I N i N I o PROOF WALL �
270 FF=270.07 � �; - � � �I; 6' TYP. ������' 265.0 TW
PAD=266.4 N� N� N� � N�0 265.0 FG�\ � �� � � - I I I � - i -
265 y��'�� � � � 2' BENCH _ 01 00 00 - - •1 - i FF-263.40
.i 265 265 � � - 265
Q100 WATER SURFACE = 263.0 °O Ni � � '�,� '�-I� Q100 WATER SURFACE = 263.0 ! PAD=262.9
_ .. .. .. .. .. .. .. .. --
ti1 �P - ! P�I'•, - ---�����.-
260 '��i'=q'r RFTFNTInN RASIN R �� � 260 260 RFTFNTIQN RASIN R -�1�� � 260
��� • 1'fAT /1G0 A � I I"1/lT �'1C0 !1 �I
DV I.-LJV.V � DV I.-LJV.V •
� �YJ.����� �YJ.�����
255 4:1 MAX. 255 255 255
SECTION G-G SECTION H-H
LOT 34 �
LOT 30 R/w r� sT. E R/w � LOT R �
280 20' M1N. 280
20' MIN. � � � � 28' TRACT �� TRACT
20 MIN. 6' WALL BOUNDARY �� BOUNDARY
FF=273.67 N N N ���
275 PAD=273.0 ,�� ,�� ,�i i FF=274.87 8' WALL ���
N N N I ���;��' PAD=274.2 �'����`�'' �����'' 6' WALL °
LOT 49 2�5 2'5 LOT 48 20' MtN. 24' 34° 2�5 2�5 LOT 52 25� '2� '2� PORTOLA 2�5
�����.� 6
EX. LOT 15 AVE. 2�0
2�0 � J 2�0 2�0 2�0 2�0 �
� FF=266.67 FF=265.67 6, �P LOT R q EX. 6' WALL 6' TYP. � o�
� PAD=265.0 �268�� � FF=264.17 I
�
265 �����' PAD=266.0 265 265 �����. �����,. 265 265 PAD=263.5 I N 265
FF=262.67 �����`�'' ������'
�����' `�����'� PAD=262.0
26o SECTION I-I 260 26o SECTION J-J 260 26o SECTION K-K 260
`����� EX. 6' WALL
�� 293.0 TW
TRACT PROP.
TRACT 295 LOT S 4 � BOUNDARY 295 290 LOT 22 LINE 290
B O U N D A R Y 42' 14' 10' 10' 12' 35' 30' I 42'
285 � 12' 12' 25' 285 290 �� o � o � � L O T 3 290 2s5 _ LOT 29 285 �\ �
� FF=288.00 I I ��� J U LI E D R. ��� � � _ FF=281.37 6' TYP. � .J '�
JULIE DR. � X LOT 60 PAD=287.5 � N I N I � � = PAD-280.� �
0
o,
2 8 0 � � a 2 8 0 2 8 5 F F=2 8 2.8 7 2 8 5 2 8 0 - ����.�` ' ��;�`���' 2 8 0
N _ � � PAD=282.2 _ ��� FF=275.97
FF=274.17 •����� "��.�� -9�
275 _ PAD=273.5 275 280 _ 280 275 �����' PAD=275.3 275
- ����� "���� - SCALE: 1" = 60'
270 270 275 275 270 27p 60 30 0 60 120 180
SECTION L-L SECTION M-M SECTION N-N
GRAPHIC SCALE
PREPARED BY:
LOT 40 � R�W r� sr. c R/w � 41865 Boardwalk,
280 �� � MORSE
20' MIN. 16� ; ; ; 2$° 2�5 LOT 45 20� M�N. RETENTION BASIN TRACT ,,,,-�' 275 Palm De ert,CA 92211
LOT W BOUNDARY �
FF=273.97 6' NP. I I I 22, S C H U L T Z Voice:760-674-5776
2�5 I'AI)=7/.5_.5 � � _ � = LOT 47 2'5 2�0 2�0
��s�� o o � _ N _ � F F=2 6 5.1 7 5' VARtES 54' TO 94' 5' 15' EX. LOT 13
� - ,� - � PAD=264.5 6� TMP� PLANNERS ENGINEERS SURVEYORS
EX. 6' WALL 265
- ��� � � - �� - ^ � - FF=266.47 �����'' �����' (265.0) TW
- 9a" o� - � - � � - PAD=265.8
265 4' M'q�. N N N �;�y���' 265 260 6' MAX. 6' RET. FF=260.07
RET. WALL 100 YR. WS=258.0 WALL �i����' PAD=259.4 260
. �'�
260 S E C T I O N O'� 260 255 ��'�-f� BOTfOM=254.0 255
u TE NTATIVE TRACT MAP N 0 . 37993
250 250
SECTION P-P P RE LI M I NARY S ECTI O N S
CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA
DECEMBER 11 , 2020
SHEET 6 OF 6 SHEETS
83006\PRELIM\TTM SHT 6 12/11/2020
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PALM DESERT , CA 12 . 15 . 20 LAND �SCAPE ARCHITECTURE
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L-5
LEGEND
KEYMAP
YMBOL B TANI AL NAME MM N NAME . � � �� � �. ���'- � � � `- -�� ��. � � ��� � � � � � � �F �
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B Agave 'Blue Glow' Blue Glow Agave �� � � Yy ' _ , , �_ i .} � �� : ` � ��"����� �� ' - � " � �
�� �. � � � � �� . �* � � ,�. ta��^ �3rtt���1�� � � �
�� I ,"� - � { � � � � � ++ 'yf� * : , �'[ _— F" �' � � � i �
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9 99 99 �� � • . f � _ `� l � �
1 �- •� 4. � . 1 � y � i "��' � I ■ � M1 � I
� " � '- 4� '� F_ _ *+ � � � . I � � _ . . 1 _ . � _- � � ' �� � �w i k i - � � I
�� Pennisetum setaceum Purple Fountain Grass ; �:� �� �_� �� �� � �. _ � - r � � ' ; ;
. � � �_• � �� -�- • ��_ Lti__��•___� - �" I � �
O Agave deserti Desert Agave �� � . I F � � � . _ _ -* . ;��`��`:r�*�'��-������ "�;� _ . .�.�� _ �_- . ����'`���'`��� ,.� � � � �����--���: r��= t : ���:�> �..:��.���- � ° : � �
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O� _ �.. e�� _}� "�� +.� . . . . . -- � - '. ' . �� � : � �■ __ � �, ' f��� .� � +� :k F �
�_ Echinocactus grusonii Golden Barrel Cactus �� � _ �� . .�z�; � . � t:. � , = �
, � � � � � . , OPEN �SPA.�E�. . . , .� C ;
� � . ��' OPEN SPACE � �'+-� � i�� ' � • �
� �uellia 'Littke Katie' Dwarf Katie Ruellia �' �� �' � ���.� `� . �� ,� � �� , RET�.�I�T�ON �.B-QS:�N..C_�: � ' r� � ;
_� _ - � - � I '�� • ... — � �� �'- . RETENTION BASIN B + . ��� , .� _ v,:. .. � ,
. -�. +� - � . � = �, - .-- —_�=-- �_� �,� + � E : �
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� Hesperaloe x 'Sandia Glow' Sandia Glow Red Yucca � J �.� �.�j � . �� � r;��� - ' .. � ��� ��5 � � t '� � F
•,�.� �� � Ua�a,.M�. �. r
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�p Opuntia violacea Santa Rita Santa Rita Prickly Pear LL, � k`� � � �#�� � R _
� � ������ .
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,�.,�. i. �,� ' � �, �� � �
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W ;��". .� :.,:. �� (� � �• �r} ,
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. ���.��� � � �. .
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o � ¢ `'� •� '' ; �
tn :'.,�:.::>�..-'� 't � .
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I - � ¢ :. • .. � ` ■ +w:y�� •
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x ���� -':�ry' e 4P qa. �� � � * ' I
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f
�I =� �• _ _ , ��� � � � �
p� Nolina nelsonii Blue Nolina � . '��� � ��� . �- -- - - - . _ - �� � ��°� � � '
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M O N T A G E - S H R U B P L A N T I N G P L A N - 2 Scale: 1 �-- 40--0�� � �
� C� Collaborat � ve
PALM DESERT , CA 12 . 15 . 20 LAND �SCAPE ARCHITECTURE
� . .
L-6
TREE SCHEDULE : SHRUB SCHEDULE :
SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM WUCOLS SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS
Groundcover
�V �.: Acacia stenophylla Shoestring Acacia 24" Box Low Branch L B Agave 'Blue Glow' Blue Glow Agave 5 gal Per plan L
;:��
. Dalea greggii Gregg Dalea 1 gal Per plan L
� �'�° � Albizia Julibrissin Persian Silk Tree 24" Box Standard M �j� Pennisetum setaceum Purple Fountain Grass 5 gal Per plan L
y ; .
� Artificial Turf
};:�; , Bermuda Sodded Grass
������� �` Chilopsis linearis Desert Willow 24" Box Low Branch M
��,. � ��' Border Shrub
�� Agave deserti Desert Agave 5 gal Per plan L
. ��r
�� ���: Chitalpa tashkentensis Catalpa 24" Box Standard L O Echinocactus grusonii Golden Barrel Cactus 5 gal Per plan L
B Ruellia 'Littke Katie' Dwarf Katie Ruellia 1 gal Per plan L
x�. ,
: � Citrus spp. Citrus 24" Box Standard M Middle Shrub
� Aloe vera Aloe 5 gal Per plan L
���4+•�
'������� Dalbergia sissoo Indian Rosewood 24" Box Standard � Hesperaloe x 'Sandia Glow' Sandia Glow Red Yucca 5 gal Per plan L
}.5. �
i���i#}
%� Opuntia violacea 'Santa Rita' Santa Rita Prickly Pear 5 gal Per plan L
� �
� �� Parkinsonia 'Desert Museum' Desert Museum Palo Verde 48" Box Standard L � Tecoma stans 'Gold Star' Yellow Bells 5 gal Per plan L
.� ��
Large Shrub
= - Phoenix dactylifera 'Medjool' Date Palm 22 " BTH Standard M �P Calliandra pulcherrima Red bird of paradise 15 gal Per plan L
�.
� Convolvulus cneorum Bush Morning Glory 5 gal Per plan L
-¢. . r
�� ��}�.���£ Prosopis glandulosa Honey Mesquite 24" Box Standard L � Leucophyllum frutescens Texas Sage 5 gal Per plan L
� .
� � Salvia clevelandii Cleveland Sage 5 gal Per plan L
�� �y uercus vir iniana Southern Live Oak 36" Box Standard M
'�� Q
.��v g Accent Shrub
� ;O; Agave americana Central Plant 5 gal Per plan L
� ���� - � �;
� ��r � � Ulmus parvifolia 'Drake' Chinese Elm 24" Box Standard M � Euphorbia ingens Candelabra Tree 24" box Per plan L
� Nolina nelsonii Blue Nolina 15 gal Per plan L
IRRIGATION NOTE : VINE SCHEDULE :
All planting areas shall have a fully automatic irrigation system. Utilization water conserving features such as low-precipitation rate heads; SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS
I,ow-flow micro sprays or drip irrigation, water sensors and multi-program controllers with weather station capability and drip circuit features. ,,,,�,. Bou ainvillea 'Barbara Karst' Barbara Karst Bou ainvillea L
Water Efficient Landscapes irrigation system, scheduling and water use WELO calculations shall be designed to meet the requirements of the g g
specifications of the Coachella Valley Water District (CVWD) Ordinance No. 1302 per City of Palm Desert Municipal Code Chapter 24.04
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Apache Sunset Boulder Mojave Gold Grushed Stone Mexican Beach Pebble
Size : 1 ' - 3 " Size : 1 /2 " -3/4 " Size : 3 " - 6 "
MONTAGE - DETAILS � '
� C� Collaborat � ve
PALM DESERT , CA 12 . 15 . 20 LAND �SCAPE ARCHITECTURE
� . .
L-9
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M O N T A G E - L I G H T I N G P L A N Scale: 1 �-- 50--0�� � �
� C� Collaborat � ve
PALM DESERT , CA 12 . 15 . 20 LAND �SCAPE ARCHITECTURE
� . .
L- 10
PROJECT NAME: �` �I l 1 l�'111"1�1 rP
SOLID STATE AREA LIGHTING pROJECTTYPE: � , ,
C I R C U L U X S E R I E S-L E D CORDIA'M BOLLARD _
PRODUCT DATA
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One piece high impact polycarbonate lens provided with �# Y � � " - _— {_-_ PRo�ECT
durable corrosion resistant cast aluminum fitter base. � + �`�F���M�
Heavy gauge formed aluminum reflector. Top is hinged f ' , r . � ,�� �. -� � , � ' ; ' - ° cnTA�o�#
for access. Base has 3" I.D. opening for tenon mounting. I � � ,r " •. � � ' �' . �`;�;�
All hardware is Stainless Steel. � 29.5" � ��� ��� �� � ��. r �� o,
��Qemm� � • _ � * � TYPE
ARRAY M' ' ' i
Three-dimensional array of individual LED Tubes fastened � -�- ���; � � ' NorEs
to a retaining plate. Each LED Tube consists of circuit ,� �l �
board populated with a multiple of LED's and is •, �
mechanically fastened to a radial aluminum heat sink. � � i
An acrylic Lens and end cap protects the LED Tube's • - �
30" +'.
internal components. obzmm> # ' 1 � �.
F�
VERTICAL POWER ARRAYT^^ WITH GLASS REFRACTOR: l , � � • ` �`� �'� �
LED Tubes are aligned vertically and arranged radially � �� �f � ����'�' _ �_
to produce an even raw light distribution that • � � ��
simulates standard light sources. Array is secured C L�( - � � �
within a 6" Prismatic Glass Refractor which provides � . � -
the optical control. Used in conjunction with a clear PATENTPENDING ' - --�
smooth globe. _ � � i i � � � ,�
Mr i--r � � � . . . .
VERTICAL POWER ARRAYT"': LED Tubes are aligned � �,
vertically and arranged radially to produce an even raw
light distribution that simulates standard light sources.
Produces a minimal glare, symmetric diffuse light �
distribution. Used in conjunction with an opal smooth
diffusing globe. �
c '
High Output LED's are driven at 350mA for nominal 1 Watt � � � � r�'
output each. LED's are available in standard Neutral ' - : ' • � �
White (4000K), or optional Cool White (5000K) or Warm � �, � � , Medium-sized wall wash light in 1 or 3 LED.
White (3000K). Consult Factory for other LED options. ;;� �,� }� , +}*�4 � ,*'f � � � Available in brass construction. RGBW
-E��RivER '�" � - ' "' - '�� -' ' •� '��;'� '}•�''�'�� capable with Luxor° systems.
UL and CUL recognized High Power Factor, Constant '� ���,i'� � .��4� � * '_ .�� �'` zr��s6mm�
Current LED drivers operate on input voltages from ���+ ~�- ; : � ' - � � ��� � � r ' , y ; . � � ��
120-277VAC, 50/60hz. Consult Factory for 347-480VAC. ��� ,.�w :�`_�3fi� ������ �4 � _ �` _ , . � L� 1 r����� . .
Driver is mechanically fastened to a retaining bracket. �.� ��'`—� - �•-� � {• ' _ � ' . � , - so° �'
Main power quick disconnect provided. Driver has a � �` � �;��� ' - � - .�- fi� QUICk F�CtS
minimum 4KV of internal surge protection, l OKV & 20KV �� �� . � _.� � �,�.w�- �-'� � a Brass construction ■ Color temperature filters
1 ��'`• � *
Surge Protector optional. Dimming and High-Low Driver �� �i,,-i+� �.r �t�,,.�=t' � � � , Natural or antique brass ■ Compatible with Luxor
options available. • �•` �� �� ' ,��';�;•; r'�..� . _ + �*F finishes Ph se a d PWM dimmable �
�SH _ �`�� `��' _ �-���� #'� _ - � - - - -_ - Cree°integrated LEDs o
���+'�� {.;,"."#'*-���'�;�"'''-':: ���f=�-�+�'� � - �� - � � # ~� ProAimT^^ad ustabilit ■ In ut volta e:10-15V ^
Pol ester owder coat incor orates four ste iron �f,�}.•.�, ,. • � +�����°��.�-�.� �, � - �•r�" - - • . - .��, 1 Y P g �
Y P P p +4=..-_ .�. ■_ r�-��'s ��'� i _ . �
phosphate process to pretreat metal surface for maximum ��,��'•'`:'}•��`� :*.-'�i��`-'�''��+� t���'[ .- ,,�;1 ' . � . - _ - Tamper-resistant features , �
:;�:F'�rY�4 ,� r': ,�`*��`� ' � .: � �ir�'�" - _
adhesion.To coat is baked at 400°F for maximum '� _�-��.:��.��:'� � • ��;.�,r. �;`;�;�r�� - • . .
K� w,�'"'�5�-�:`�. #+•.,�=�'••'•�'�'�k �, �.�,� • . �
hardness and exterior durability. ?- y� ,�y���' 1C}�_•,�;� � y � _ � , - � _ __ ' �
�e��.E`_'+'l�' C�,��?�''J�:�R���- .r�'� � _ - � �._ - f _... - - ---
FORMS+SURFACES' --
UU.L LiS�ed�of MADEINTHE
� wetlocation V�� 2014149
bb�WeS,AVe��e�P��mdO1e�A 93551 U.S.ARC H ITECTU RAL
U.S. AfChl?@CtUfGI Lightlflg Pno�a�abi>zaaz000vox�bei�aa�zooi
w,�,��aire�om _
� 8 ' Pole Light o Pathway Bollard � Wall Wash
����'����. ���� FXLuminaire FXLuminaire
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f � . � � 4'>=�����+�� CATALOG# CATALOG#
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y •y�}i} TYPE �_ � �` TYPE
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NOTES
u A l�wnp4 4ly� � NOTES
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l�rCent llluminum f-0II'�r};tl�yz� �}r��.'d C'YG.�17f�1'i: f}�'ik�li:t�l ��'f_1-,�.k'�'!•l ��y .r ��y.!:.��I�'l} �..: [� I}�.`.: ..4 �.. .
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�oam�blc opiics(1�'l0 3a'��+ Eii]'�Ily SwlkCi�iing 4pt�e cicr73cni.7��i��, '� '
NL-UD NL-UD With Optional Cover
�:;i;t��;C,,lxi�����:stin��irr�1�cxl��; tl�t��l�,l+?y#n�:�.��itc�7 lir!,� c7t�ll'��I ;�� :� �,I;��:��.
OrcJering�uicie �•��^;�;� '^�'
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��9 �owyolu,rpcswgu�t�� o i�v w warn,f'ocyorC] a el�,ck s7 s+al�t• NL-DN NL-UD With Optional Cover
I I�;trlinp, C felnl[4000lS� 1i 13{anze
�,1 1 f-1 � . . ..� c� I I .� /f-1 � . . ,.� I : �.I��
I-t�{fltiY���a l.tUi:�7°; If'fifi R�li;3�? �
'� �1Lvsln /C4fs5RILk[Lk6'l A3GO` 4.l r�n�iiiati �],YUII C,IA55�L�Y44'f I+7k�Kr�l LE�mods:le I�LJ���LI�;I7"._��::]�.'1.4�:I"i;•'.1:541
6 < �v � � � � � � / \L.L.L.J J L. 3 3,�8q mm
i��-t�3��l��rnin�m,loot-[ess w�thk7te�rakswatchneov�des dVerr r�•�.r+ivr.r.��; -
14VIrL O�J'J11 shraua.Treih �}Mplc cu�komet;�cces:aa;he I�ower Sup�rlY
;:slo€kaom111eknuCk[c�rrn ad�Ustmenl L3etween A��eseni �z�t�k� The Tree Ring is an adjustable, drill-free tree-mounting _
'����cr�udse.ahn7ingsewoed UenikewtlS Fikk�rescanGe�aedwlhhlhe _
��,t}i���H�,,,a,;i�„� ,,�,a„� NAC}C�Lrnw Vop.��h Tftrn�l{o-ii�ly: �n L��,�r'i:,�'.S �;�r:,��r•.�1„���, accessory that can accommodate up to six lighting fixtures. �g°(4s�mm)or z4 (4s�-6io mm� Wall-mounted,geometric square down light in 3, 6, or
k4.�ln���+,akBCl�€r�x.�.3.��tl ���Pt�tal SysLem s�f lat�lass, y,�r�K�T�aS�.T$5,YC Pawer f4F Wl i[nr tLi�rtiS {F e r I�sSi•�I t, "
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q�yylrQnJ������r�!{F�qeargiass, ��,p�j������yiiRi�;�in150Vs'{ �,����5ai�ty�tan�a�sr�� ... 9 LED. Available in aluminum or brass construction. 31,,�79mm> ---==-m-_—_ E
a•}otal lo€kYnR n u;la Rravldc � � ------ �
1-�f5dfllll•IPdS�ll''kSI��l5+Je5{r,lerts 3{}DW{Gi10w,ntl9iYow. vretlo€ilinr�s .`�.��v:l,�t���re•��I.� ---
.�4�����cu+au�s�Ms���ks���¢m , ���� RGBW option available for use with Luxor°lighting �
��360'dle-casl alurri�iunl wwLfrouS tuoRior RTV Zoom84ir. fisk your V7il4if}s represenSaliwe M5�9o0L�o0F1 4:,7^o:u��. .� �xr=;�� �`.:,.,, E m
�IICk �aCtS control systems. � �
+,tauSsng�4r�l�Ivor wll h 1 herrnal �11€{Inlfi�t�,ari maLded a[rY�lc �pr���,I I 1�#k 01 p�4lons CIm41ed wa+r�„tp� ....::�,;, _
{RMh4�}cicvr,�1►�Mly p4�I5Mt;d
�-�,,�agernertL s:reales contknul9Y 6�'� �
.���rf����1M1Q E�y�epeakin,g "5°1"`�w��k�i"r s'."td`� -- � � � TGIC owder coat finish ■
t�xt,,,�a.zo�����Q iQ„� 'NERi4 CV+S'.�oisa! p Accommodates up to � �
m
��Ir�511�1fi:h7}]C.AIE'y35rlCtSd� ��1�1n}�M1ir.{�yr 1{i'I[�6Ar.itli�l5i ���d�#��� ��y' ��� ��{+� FSF_75W Designed for 9-20� $�X f�Xture$ I, + �
Qu�CI'� �C�.CLS 3.2"(81mm)
'f���°�"���S�I{��. r ma, �� �a� eoo� :�o �,ao i � (229-508mm) ■ Mountinghardware ;-'��� 3.3°�s4mm>
3�"�cam pauern dependmg an
: s�l.��cirica1:16w on�i seatan � tlx�P�s9taon.Inler�ch��r,ge�bla xK+s- ��3 r�, �z� se7 � Down or up/down ■ Tamper-resistant features 33 cg4"'m� __
� � � diametertrees included � '�'
Iiipvl,raBLageran�e(�+�C� Ien�prpXr�p�swiale6URaod ,K��. _ _ ,3# ��� �e,r, ae4 �. Compatiblewith�/z"NPT � � configurations ■ Colortemperaturefilters
;�-�-0.0�-1ySf{,�{iwith�3-il_ auiput_ ����• ti�� ?-01 — d28 s�� threads � / Die-cast aluminum or brass ■ Compatible with Luxor
F�dRlaH ior easy hoakup to E�tie � ���i� ,'��. ����,;��� A�i$, «� �� ��� �� � 3 Natural,powder coat, technology
I;;w wnllagt�si,Ffply ealrlc�.C7r�ver � -- � . 3x/s"-16 x 4"
klrf��dsto s€rew oninmounNng �H}�- F� �,� $o, �in Hex Custom Bolt or anti ue brass/co er ■ Phase and PWM dimmable
I�.ouse�9nl��ec[edm�]ICi�}Ocds�` � �, a pp
x�i?h��oCS�ooks cnc tipsulated sLake,or ok!}e r maunll�P .�li 4��. ra I ,�6y ST� 599
i,7k���SS��fk'4f?f\V4�FII�II��fS�� �i��'-5`ory.�nlrlsornr,tlr.ly '��. 6 3t (79�� ---- �
finishes ■ Input voltage:10-15V
r.svlschror�prasr�u�a,�+evels. F����� � � � � Cree°integrated LEDs - � �
- �.CL}E347!{�TC��4f�alV Ssn�'I[� _.,--"� �1 �
� -�xcr::,F�i Ff� fhorrnoseL Calyes3er gow�ier rr,.7' �6p�`
;selecs*osl�tkallr�r•r�b•��;,arr�. 25 m
7{vC�ila�(+C0�4rSl�nrit3��.i�i: — —
��
�ra€ess and bvndeff hx I�r:.,i
3.3"(84 mm) 32"(8l mm)
!ir�l-n.��}s�_in.��,:-I'�r�l�
:l!Y I:ri- ;.i:�i�'. . G���i.S
a Tree Floodli ht o Palm Tree Up & Down Lights F U - Down Structure Li ht
g � p g
(Trunk- Mounted )
MONTAGE - LIGHTING DETAILS � '
� C� Collaborat � ve
PALM DESERT , CA 12 . 15 . 20 LAND �SCAPE ARCHITECTURE
.
L- 11
� REVISIONS
NO. DATE DESCRIPTION
SINGLE-LINE DIAGRAM KEYED NOTES CAUTION ELECTRICAL SYMBOL LIST GENERAL ELECTRICAL NOTES
GMEP �NGINEERS SHALL NOT BE RESPONSIBLE FOR ANY ELEGTRIGAL GHANG� SYMBOL DESGRIPTION a) VERI�Y IN �IELD. ADJUST THE LOGATIONS O� HOMERUNS AND GIRGUIT NUMBERS
Oj VERI�Y WITH S�RVIGE PLANNER �OR AIG RATING AND ELEGTRIGAL IN�OR ORDERS THAT MAY OGGUR SHOULD �INAL BIDS AND/OR GONSTRUGTION BASED ON AGGORDING TO EXISTING GONDITIONS I� NEEDED. GOMMUNIGATE WITH ENGINEER
B��ORE 155UING ANY BID. NOTI�Y ENGINE�R IMMEDIATELY I� MAJOR THESE DOGUMENTS BE STARTED PRIOR TO ELEGTRIGAL PLAN GHEGK APPROYAL. SEGTION I. SYMBOLS �OR GONDUITS IF DE51GN SHOULD BE ALTERNATED. NO EXGEPTION.
DISGREPANGIES OGGURS.
ALL WORK TO GOMPLY WITH THE 201q GBG, GPG AND GMG AND THE 201q GEG (2017 � HOMERUN TO PANEL OR EQUIPMENT AS NOTED b) IDENTIFY ANY OBVIOUS �XISTING GODE VIOLATIONS THAT OGGURS AS AN
S I N G L E-L I N E D IAG RAM G E N E RAL N OT E S NEG) WITH STATE AND LOGAL AMENDMENTS. EXISTING GONDITION AND PROVIDE SEPARATE PRIGING TO GORREGT THE
GONDUIT RUN GONGEALED IN WALL OR ABOVE FINISH�D GEILING OR AS NOTE GONDITION 50 THAT IN THE END, THE ENTIRE EL�GTRIGAL INSTALLATION
a) LETTER FOR SHORT GIRGUIT GURRENT VALUE FROM 50UTHERN GALIFORNIA BRANGH GIRGUIT, 2#12 IN I/2" GONDUIT OR AS NOTED OR SYMBOLIZ�D A5: GOMPLIES WITH TH� NATIONAL ELEGTRIGAL GOD� AND ALL OTHER LOGAL
�DISON SHALL B� AVAILABLE AT TH� JOB SITE FOR INSPEGTION. ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED AGGORDING TO THE I/2"G.-3 #12 3/4"G.-6 #12 GOD�S.
L15TING. �f� ��
b) ALL NEW GIRGUIT BREAKERS, FU5IBLE SWITGHES IN MAINSWITGHBOARD OR �� I/2"G.-4#12 ---f��f ff� 3/4"G.-7 #12 G) I� THERE 15 ANY DEVIATION �ROM TH� GIRGUITRY SHOWN, PROVID� AS-BUILT
PAN�L BOARDS SHALL B� SERIES RATED TO MATGH �X15TING AIG RATING OR GONDUGTORS: �{� 3/4"G.-5#12 --f/�f�fff� 3/4"G.-8#12 DRAWINGS INDIGATING SUGH.
APPROV�D EQUAL OR 65KAIG, UNLE55 NOTED OTHERWISE. ALL GONDUGTORS SHALL BE GOPPER A5 FOLLOWS: ---- GONDUIT IN OR UNDER SUR�AGE A5 NOTED, 3/4" MINIMUM 51ZE.
d) PROTEGT IN PLAG� ALL EXISTING TRE�S, POWER POLES, UTILITIES, �TG. WITHIN
c) MOTOR GIRGUIT PROTEGTORS SHALL NOT BE A PART O� A S�RIES #12 AWG AND SMALLER - SOLID, TW � GONDUIT RUN WITH EQUIPMENT GROUNDING GONDUGTOR, SAM� SIZE AS GIRGUIT PARKWAY.
GOMBINATION INTERRUPTING RATING. GONDUGTORS OR AS NOTED.
#10 AWG AND LARG�R - STRANDED, THWN, THHN OR XHHW - e) FUSEHOLDERS SHALL BE DE5IGNED 50 THAT IT WILL BE DIF�IGULT TO PUT A
d) SERIES GOMBINATION AIG RATING SHALL NOT BE USED WHEN THE S�GONDARY ALL GONDUGTORS SIZ�S ARE BAS�D ON 75°G TEMPERATURE RATING � GONDUIT RUN WITH ISOLATED GROUNDING GONDUGTOR, SAM� SIZE AS GIRGUIT FUSE OF ANY GIVEN GLA55 INTO A FUSEHOLDER THAT IS DE5IGNED FOR A
EQUIPMENT IN THE SERIES IS SUBJEGTED TO A TOTAL GONNEGTED �ULL LOAD (N�G. 201Q TABLE 310.16) �IG GONDUGTORS, OR AS NOTED. GURRENT LOYVER, OR �/OLT,4GE HIGHER, THAN THAT O� THE GLA55 TO WHIGH THE
MOTOR GURRENT OF MORE THAN I� OF IT5 AIG RATING. �USE BELONGS. �USEHOLDERS FOR GURRENT-LIMITING FUSES SHALL NOT PERMIT
e) �QUIPMENT �NGL05URE5 SHALL BE GLEARLY MARKED PVG GAUTION-SERIES
MOUNTING HEIGHT FOR REGEPTAGLES AND GONTROL DEYIGES: -�M - GONDUIT WITH EMERGENGY GIRGUIT INSERTION OF FUSES THAT ARE NOT GURRENT-LIMITING.
SEAL:
RATED SYSTEM - 65KAMP5 AYAILABLE, IDENTI�IED REPLAGEMENT p) THE BOTTOM O� ELEGTRIGAL AND GOMMUNIGATION REG�PTAGLES INTENDED TO -X �XISTING GONDUIT TO REMAIN. f) MARKING - UNGROUNDED SYSTEMS SHALL BE L�GIBLY MARK�D gg��
GOMPONENTS REQUIRED", IN GOMPLIANGE WITH 2O1q GEG (201"i NEG) S�GTION BE US�D BY THE OGGUPANT SHALL B� LOGATED NO LE55 THAN 15". [GGR T-24 "UNDERGROUNDED 5Y5TEM" AT TH� SOURG� OR �ISRT D15GONNEGTING M�ANS O� QR� ��`q" <
I10-22. END USE EQUIPMENT SHALL AL50 BE MARK�D WITH THE HIGH�R SERI�S PART 2 VOL I IIB] -R EXISTING GONDUIT TO B� REMOVED. TH� 5Y5TEM. TH� MARKING SHALL B� SU��IGI�NT DURABILITY TO WITHSTAND �� p�GY� '�e Fti
GOMBINATION INTERRUPTING R,4TING A5 PER 201a GEG SEGTION 240-83(G). NO THE �N�/RIONM�NT INVOLVED. (250.21)(G) � �' G G'
b) REGEPTAGLE OUTLETS SHALL BE LOGATED ABOYE, BUT NOT MORE THAN 20 I N. � r�*�
EXGEPTION. ABOVE, TH� GOUNTERTOP. SUGGESTION H�IGHT IS 6" [NEG 210.52.G(5)] SEGTION 2. �QUIPMENTS � No. 018959 �
f) FUSES SHALL BE PROVIDED WITH REJEGTION TYPE FUSE HOLDERS. g� WH�RE GIRGUIT BREAKER IS UTILIZED WITHOUT AN INSTANTAN�OUS TRIP, Exp.12-31-2021
c) TH� HIGHEST OPERABLE PART O� ALL GONTROLS, DISPENSERS, REGEPTAGLES q ELEGTRIGAL PANELBOARD, �LUSH OR SUR�AG� MOUNTED AS INDIGATED DOGUMENTATION SHALL BE AVAILABL� TO TH05E AUTHORIZ�D TO DESIGN, * �, *
g) ELEGTRIGAL EQUIPMENT SHALL BE L15TED BY THE GITY, WH�RE THE PROJEGT 15 AND OTH�R OP�RABLE EQUIPMENT SHALL BE INSTALLED AT AN AGGESSIBLE LETTERED BALLOON INDIGATES DESIGNATION INSTALL, OPERATE, OR INSPEGT THE INSTALLATION AS TO TH� LOGATION O� HTE `rl F�FCTR�GP ��P
LOGATED, REGOGNIZED ELEGTRIGAL TESTING LABORATORY OR APPROYED BY LOGATION M�ETING THE GL�ARANGES AND REAGH RANGE REQUIREM�NTS OF � JUNGTION BOX, ABOVE GEILING, OR A5 REQUIRED TO SUIT THE APPLIGATION GIRGUIT BREAKER(5). WHERE A GIRGUIT BREAKER IS UTILIZED WITHOUT AN �TFOF �p�\F��
THE DEPARTMENT. S�GTIONS IIISB.5 AND IIIISB.b. [201q GBG III'1B.6.3] INSTANTANEOUS TRIP, ONE O� TH� �OLLWING OR APPROVED �QUIVAL�NT MEANS
h) NO PIPING, DUGTS OR EQUIPMENT �OREIGN TO ELEGTRIGAL EQUIPMENT SHALL BE d) GONTROLS AND SWITGHES INTENDED TO BE USED BY THE OGGUPANT OF THE �� APPROXIMATE LOGATION O� EXISTING J-BOX IN AGGE551BLE GEILING SPAGE SHALL B� PRO�/ID�D: (240.87)
PERMITTED TO BE LOGATED WITHIN THE DEDIGATED SP,4GE ABOVE THE ROOM OR AREA TO GONTROL LIGHTING AND REGEPTAGLE OUTLETS, A. ZONE-SELEGTIYE INT�RLOGKING
ELEGTRIGAL EQUIPMENT. APPLIANGES, OR GOOLING, HEATING, AND YENTILATING EQUIPMENT, SHALL BE TELEPHONE OUTLET IN WALL, +IS" OR AS NOTED SINGLE GANG OUTLET BOX B. DI��ERENTIAL RELAYING
� G. ENERGY-REDUGING MAINTENANGE SWITGHING WITH LOGAL STATUS
LOGATED NO MORE THAN 48 INGHES MEASURED FROM THE TOP O� THE OUTLET WITH 3/4" GONDUIT AND PULL WIRE TO AGGESSIBLE GEILING SPAGE.
i) MAIN SERVIGE WILL NOT EN�RGIZ�D PRIOR TO THE BUILDING INSPEGTOR'S BOX NOR LESS THAN 15 INGHES MEASURED �ROM THE BOTTOM OF THE OUTLET INDIGATOR
REG�IPT O� A THIRD PARTY "NRTL" TESTING LABOR,4TORY PER�ORMANG� TEST BOX TO THE LEVEL O� THE FINISH �LOOR OR WORKING PLATFORM. [201q GBG Q DATA OUTLET IN WALL +IS" OR A5 NOTED. 51NGL� GANG OUTL�T BOX �
GERTI�IGATION �OR THE SER�(IGE GROUND �AULT PROTEGTION. 2017 NEG WITH 3/4" GONDUIT AND PULL WIRE TO AGG�SSIBL� G�ILING SPAG�.
230.a5 11178.6.5.1] GOMBINATION TELE/DATA OUTLET BOX, +IS" OR AS NOTED. SINGLE GANG h) PROVIDE SWITGH AND REGEPTAGLE H�IGHTS P�R STATE O� GALI�ORNIA T
e) �L�GTRIGAL REGEPTAGL� OUTLETS ON BRANGH GIRGUITS O� 3- AMPERES OR � OUTLET WITH 3/4" GONDUIT aND PULL WIRE TO AGGESSIBLE GEILING SPAGE. AGGESSIBLE REQUIREM�NTS. t-
LE55 AND GOMMUNIGATION SYSTEM REG�PTAGLES SHALL B� LOGATED NO MORE WALL MOUNTED 2 HOUR BY PA55 TIMER (TORK #A500 SERIES) �
THAN 48 INGH�S MEASURED �ROM THE TOP O� THE REG�PTAGLE OUTLET BOX O i) TH� 155UANGE OF A P�RMIT SHALL NOT PREVENT TH� BUILDING OF�IGIAL �ROM
IOOA METER GOMBINATION OR REGEPT,4GL� HOU5ING NOR LE55 TH,4N 15 INGHES MEASURED �ROM TH� REQUIRING TH� GORREGTION O� ERRORS ON THESE PLANS OR FROM E N G I N E E R S
IOOA BOTTOM O� TH� REGEPTAGLE OUTLET BOX OR REG�PTAGLE HOUSING TO THE • MANUAL MOTOR RATED SWITGH LOGATED c� EQUIPMENT PR�VENTING ANY VIOLATION OF THE GODES ADOPTED BY THE GITY, RELEVANT
PULL SEGTION 120/240/I�-3W, IOOA 5 -
IN A NEMA-3R ENGL05URE LE�L O� THE �INISH �LOOR OR WORKING PLAT�ORM. LAWS, ORDINANGES, RULES, AND/OR REGULATIONS.
IOKAIG ❑� �USED D15GONNEGT SWITGH, SIZE AND �USED AS NOTED ON PLAN 26438 Rancho Pkwy. S., 8te 120
IMPORTANT BID NOTES: L TeI�F949t267A 095 �
j) �OR �IRE RATED WALL/GEILING PENETRATION AND/OR MEMBRAN� PENETRATION,
a) DUE TO THE SMALL SGALE OF DRAWINGS, IT IS NOT ALWAYS POS5IBLE TO SHOW � 51NGLE POLE SWITGH, +42" OR A5 NOTED GOMPLETE NRTL GLA551�IGATION SH�ETS SHALL B� PROVIDED TO TEH
M ALL DE�/IGES WHIGH MAYB� REQUIRED. GONTRAGTOR SHALL BE RESPONSIBLE TELEPHONE TERMINAL BAGKBOARD (TTB), 3/4" THIGK GDX PLYWOOD 2'XS' INSPEGTOR AT THE TIM� O� INSPEGTION.
IOOA/2P TO VERI�Y ALL EXISTING GONDITIONS BE�ORE SUBMITTING HIS BID. NO � UNL�55 NOTED OTHERWISE. SAND � PAINT BOTH SIDES. I� GIVE 50UTHERN GALI�ORNIA EDISON (5G�) WRITTEN NOTIGE O� THE EXTENT AND
MAIN BR,4NGH BREAK�RS ADDITIONAL GOMPENSATION WILL BE MADE FOR EXTRA DUE TO GONTRAGTOR'S
IOOA n n �TMP��'�'� �AILURE TO VISIT THE JOB SITE AND/OR �AILURE TO DETERMIN� ALL EXISTING SEGTION 3. REGEPTAGLES NATUR� OF ANY MATERIAL GHANGE IN TH� 51Z�, GHARAGTER, OR EXTENT O� THE
GPS GONDITIONS B��ORE SUBMITTING HIS BID. DUPLEX REGEPTAGL� IN WALL 120V, 20AMP5, +IS" A.F.F, 3" ABOVE GOUNTER UTILIZING EQUIPMENT OR OP�RATIONS �OR WHIGH 5G� IS SUPPLYING ELEGTRIG
� � OR AS NOTED. S�RVIGE BE�ORE MAKING ANY SUGH GHANG�.
b) RE�ER TO GOMPLETE ARGHITEGTURAL, MEGHANIGAL, ELEGTRIGAL, AND PLUMBING
n /1 DRAWINGS FOR ADDITIONAL NOTES, SPEGIFIGATIONS, DETAILS, GONTROLS, ETG. � TWO-GANG DUPLEX REGEPTAGLE (QUADPLEX) IN WALL, +18" A.F.F OR A5 NOTE I) EAGH MULTIWIRE BRANGH GIRGUIT SHALL BE PROVID�D WITH A MEANS THAT
I I REPORT TO ARGHITEGTURE IMMEDIATELY I� ANY GONFLIGTS OGGUR BETWEEN WILL SIMULTANEOUSLY DISGONN�GT ALL UNDERGROUND�D GONDUGTORS AT THE
I I THE DRAWINGS AND INGLUDE ALL G05T PER ARGHITEGTURE'S GLARI�IGATION IN � G�I DUPLEX REGEPTAGL� IN WALL, +42" A.�.� OR AS NOTED POINT WHERE THE BRANGH GIRGUIT ORIGINATES. (210.4)
I I BASE BID. THIS REQUIREMENT WILL BE STRIGTLY EN�ORGED. NO GHANGE GFI
I I ORDERS WILL BE ALLOYVED IF THE GONTRAGTOR FAILS TO PER�ORM THIS DUPLEX REGEPTAGLE (20 AMP) +IS" OR AS NOTED (ON A SEPARATE GIRGUIT) Q
I I FUNGTION. � m) MULTIWIRE BRANGH GIRGUITS SUPPLYING POWER TO THE PARTITION SHALL B� -
PROVID�D WITH A MEAN TO DISGONNEGT SIMULTANEOUSLY ALL UND�RGROUNDED W �
� � � SP�GIAL REGEPTAGLE NEMA TYPE AS D�SIGNATED, +IS" OR AS NOTED GONDUGTORS AT TH� PANELBOARD WHERE THE BRANGH GIRGUIT ORIGINATES. � �
�
GND BUS SEGTION 4. SENSORS (b���) � U
�1��G T�I G�1� �#���T I 1�l��X WALL MOUNTED MOTI ON S�NSOR THE WATT STOPP�R "WA-300" . n) PROV I DE SEPARATE SUBMI TTAL, OBTAI N ALL REQU I RED P�RM I T5, I NSPEGTI ONS, Z
2 0 OR EQUIYALENT. AND APPROVALS �OR ALL �IRE ALARM SYSTEM INSTALLATIONS AND/OR ~
3/4"G I�6 GU NO. SHEET DESGRIPTION R�MARKS GEILING MOUNTED ONE WAY MOTION SENSOR WITH SWITGH PAGK MODI�IGATIONS FROM TEH LB�D AND THE LBDS DEPARTMENTS. � w
- TO 10' ROD � � �
- (TH� WATT STOPP�R GX-100); GOV�RAGE UP TO 2000 5.�. w
3/4"G I#b GU �LEGTRIGAL GENERAL NOTES, SH�ET p
= TO 10' ROD I E-I.O INDEX, SINGL� LINE DIAGRAM, 8 PANEL - � GEILING MOUN'f�D TWO WAY MOTION SENSOR WITH SWITGH PAGK o) ALL INSTALL�D MATERIALS AND EQUIPMENT SHALL BE LISTED U.L., NRTL OR w
SGHEDULE (THE WATT STOPPER UT-300-I); GOVERAG� UP TO 500 5Q. �T. LISTED AND APPROVED BY A GITY O� LONG BEAGH APPROVED TESTING
PROM UTILITY (THE WATT STOPPER UT-300-2); GOVERAGE UP TO 1000 5Q. �T. LABORATORY. Q �
�EED�R 2 E-I.I ELEGTRIGAL LIGHTING FIXTURE SGHEDULE - (THE WATT STOPPER UT-300-3); GOVERAGE UP TO 2000 SQ. �T. Z �
D GEILING MOUNTED DUAL TEGHTWO WAY MOTION SENSOR WITH SWITGH PAGK p) ALL NEW OV�RGURRENT DEVIGES INSTALLED IN EXISTING U
� IN RESTROOM (THE WATT STOPPER DT-300) PANELS/SWITGHBOARDS SHALL MATGH THE MAKE, MODEL, AND INTERRUPTING �
ELEGTRIGAL PHOTOMETRIG PLAN (PART GEILING MOUNTED TWO WAY GORRIDOR MOTION SENSOR WITH SWITGH PAGK GAPAGITY OF THE EXISTING OVERGURRENT DEVIGES. O
3 E-2.0 �� - � (THE WATT STOPPER "WT"). OR EQUIVAL�NT. �
a
ELEGTRIGAL PHOTOMETRIG PLAN (PART S�GTION 5. M15GELLANEOUS c�) RAG�WAY 5EAL5 - GONDUITS OR RAG�WAYS THROUGH WHIGH M015TURE MAY
4 E-2.1 GONTAGT L I V� PARTS SHALL B� SEALED OR PLUGGED AT E I THER OR BOTH
S I N G L E L I N E D I A G RA M P E D E S TA L 'P D 1 ' B' O# REFERENGE TO PLAN NOTES �ups.
✓ E_2 2 ELEGTRIGAL PHOTOMETRIG PL,4N (P,4RT _ . UP GONDUIT STUBBED UP
SCALE: NONE G� r) RE�RIGERANT D�TEGTION - D�TEGTION AND ALARM SYSTEMS SHALL BE
° �N GONDUIT STUBBED DOWN POWERED AND SUP�RVISED AS REQUIRED �OR �IRE ALARM SYSTEMS IN THE
6 E-�.3 ELEGTRIGAL PHOTOMETRIG PLAN (PART _ �IRE GODE. (201Q GMG 1121.2)
�� (EI DENOTES EXISTING TO REMAIN
� � LOCATION PEDESTAL 120/240 V 1 ,PS 3 W s) PROVIDE LOGAL D15GONNEGTS FOR ALL HARDWIRED EQUIPM�NT THAT IS NOT
PANEL PD1 MAIN AMP M.�.o. BUS RATING 100 AMPS MOUNTING: STUB UP 7 E-3.0 ELEGTRIG,4L SITE PL,4N (P,4RT A) - (N) D�NOTES NEW TO MATGH EXISTING "WTHIN SIGHT" OF TH� 50URGE PANEL. �
DESCRIPTION �A OLT AMPS�B c c S BKR oT �jAUS �B N�T gKR s c c VOLT AMPS DESCRIPTION
�A �B (W D�NOTES �XISTING RELOGATED DEVIGE AT N�W LOGATION t) MULTIPLE RAGEWAYS GONTAINING MORE THAN 3 GURRENT GARRYING �
EXTERIOR LTG 800 20-1 1 2 20-1 SPARE 8 E-3.1 ELEGTRIGAL SITE PLAN (PART B) - GONDUGTORS SHALL GOMPLY WITH [201a G�G, 310.15(B)(2)(A)]. 0
SPACE 3 4 20-1 SPARE (E� DENOTES EXISTING DEYIGE TO BE RELOGATED m
SPACE 5 6 SPACE u) THE IDENTI�IGATION O� EVERY GIRGUIT OF A PANEL BOARD AND SWITGHBOARD �
SPACE 7 $ SPACE a E-3.2 ELEGTRIGAL SITE PLAN (PART G) - (NL) DENOTES NIGHT LIGHT �IXTURE AND SHALL BE EQUIPPED WITH q0 MINUTE SHALL BE L�GIBLY IDENTI�IED A5 TO IT5 GLEAR, EVIDENT, AND SPEGI�IG (./)
SPACE 9 10 SPACE BATTERY PAGK, ONLE55 NOTED OTHERWISE. PURPOSE OR USE AND SHALL INGLUDE SU��IGIENT D�TAIL TO ALLOW EAGH
SPACE 11 12 SPACE GIRGUIT TO BE DISTINGUISHED FROM ALL OTHERS. 201q G.E.G. 408.4 C/)
SUB-TOTAL ,P�A- 800 VA ,PSB- 0 VA 10 E-3.3 ELEGTRIG,4L SITE PL,4N (P,4RT D) - �
v) A SINGLE REGEPTABLE INSTALLED ON AN INDI�/IDUAL BRANGH GIRGUIT SHALL x
HAV� AN AMPERE RATING O� NOTE LE55 THAN THAT O� TH� BRANGH GIRGUIT. W ��W
TOTAL CONNECTED VA = 800 NOTES: � 10KAIC SERIES RATED OR VERIFY W/ SERVICE PLANNER. I I E-4.0 ELEGTRIG,4L OUTDOOR T24 FORMS - � Q �
LCL 125 0 = 0 INDIGATE THE REGEPTAGLE RATING. (210.21(B)(I)) � U�Z
TOTAL OTHER LOAD = o � ���
PANEL LOAD = 0.8KVA w) PROVIDE REGEPTAGLE OUTLETS WHEREV�R GORD GONNEGTED EQUIPM�NT WILL W W z W
FEEDER AMPS = 6.67A
BE USED. (210.50(B)) _ �W=
cn wc�cn
x) WHERE THE DISGONNEGTS ,4RE NOT PROVIDED WITHIN 51GHT �ROM TH� '
EQUIPMENT IT SUPPLIES, THE SWITGH OR GIRGUIT BREAKER MUST INGLUDE
PROYISIONS FOR ADDING A LOGK, AND THESE PROVISIONS MUST REMAIN WITH
THE EQUIPMENT. THESE LOGKING PROVISIONS HAVE TO BE PART O� THE DRAWN
EQU I PMENT, E I THER I NHERENT TO THE EQU I PMENT DE51 GN OR AS AN AGGESSORY G M E P
CHECKED
FEATURE THAT GAN BE INSTALLED ON THE EQUIPMENT. [410.141(B), 422.31(B), GMEP
424.Iq, 440.14 EXGEPTION NO. I, 600.6(A)(2)(3), 620.51(A) EXGEPTION NO. I� DATE
620.53, 620.55] 12/14/20
SCALE
� AS NOTED
STANDARD NONLOGKING STRAIGHT-BLADE REGEPTAGLES IN 120- AND �oe rvo.
250-YOLT GON�IGURATION AT WET/DAMP LOGATION ARE R�QUIRED TO BE 20-690
LISTED WEATHER-RESISTANT TYPE. [406.8(A)] SHEET
E - 1 . 0
OF SHEETS
� REVISIONS
NO. DATE DESCRIPTION
SEAL:
QRpFESSIONq�
� ��Y� � Fti
� �P G r�*�
� No. 018959 r,
* Exp.12-31-2021 *
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F�F CAL�F�
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ENGINEERS
26438 Rancho Pkwy. S., 8te 120
Lake Forest, CA 92650
Tel� 949-267-9095
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BUILDING LIGHTING FIXTURE SCHEDULE
MARK LEGEND VOLT MOUNT DESCRIPTION MANUFACTURER MODEL NUMBER LAMPS INPUT NOTES
WATTS w
�
� �
� 120 POLE 8' LED POLE LIGHT �IXTURE. SUN VALL�Y GLX-WA-LED-VPA L�D �8 OR APPROVED �W
58 LIGHTING -ASY-48LED �G2UAL =
U
Cn
B �ORMS � OR APPROVED W
35 OO 120 B�LLARD LED PATHWAY BOLLARD LIGHT �IXTURE. SUR�AGES LBGOR-L�D LED 35 �QUAL �
��
�
MEDIUM 51ZED LED WALL WASH LIGHT. � U x
C' � IS GROUND GONTRAGTOR TO PROVIDE ALL �XLUMINAIRE PB-3L�D-AT L�D 4.2 OR APPROVED � ��
4.2 REQUIRED LOW VOLTAGE DRIVER. �QUAL
VERIFY W/MANUF. w W=
LANDSGAPE ADJUSTABLE TREE _ ��
D Q 12 GROUND �LOODLIGHT. GONTRAGTOR TO PROYIDE PHILIPS BLq-D-W-A-57 L�D q OR APPROV�D � �'-�--�
ALL REQUIRED LOW VOLTAGE DRIYER. EQUAL
�/ERIFY W/MANUF.
� TRUNK MOUNTED UP/DOWN LIGHT.
DRAWN
E � GONTRAGTOR TO PROV I D� ALL OR APPR01/�D G M E P
� p TRUNK {�QUIRED LOW VOLTAGE DRIV�R. �XLUMIRAIRE TR-YY-6P-XX L�D O �QUAL CHECKED
V�RI�Y W/ MANU�. GMEP
WALL MOUNTED UP/DOWN LED SGtUARE DATE
F STRUGTURE DOWNLIGHT. GONTRAGTOR OR APPROVED 12/14/20
� 15 WALL TO PROVIDE ALL REQUIRED LOW �XLUMIAIRE NL-3LED-DN LED 4.2 �Q��L SCALE
I 4'2 VOLTAGE DRI1(ER. VERIFY W/MANU�. AS NOTED
JOB NO.
20-690
NOTES: SH EET
U VERI�Y WITH OWNER BE�ORE PURGHASING THE LIGHTING �IXTURES.
2) ALL LIGHTING WILL BE TYPIGALLY GONTROLLED BY PHOTOG�LL. VERI�Y WITH OWNER AND ARGHITEGT BE�ORE PURGHAS� E 1 • �
OF SHEETS
� REVISIONS
Schedule � NO. DATE DESCRIPTION
Symbol Label QTY Manufacturer Catalog Number Description Lamp Number Lumens per Lamp LLF Wattage
Lamps
35 SUN VALLEY LIGHTING CLX-WA-LED-VPA-SYM-36LED- POST TOP,EXTRUDED FINNED DIFFUSE 36 WHITE LIGHT EMITTING 36 172 0.85 58
❑ � 525mA-NW METAL HOUSING WITH 36 LEDS. DIODES(LEDS)DRIVEN AT
� 525MA.
84 Forms+Surfaces Cordia Bollard 35W LED chip 3000K,Bridgelux 1 3803 0.85 34.43
/��( B (BXRA-30E4000-H-03)
`y�
StatIStICS
Description Symbol A g Max Min Max/Min A g/Min
Open Space + 0.7 fc 3.6 fc 0.0 fc N/A N/A
Roads 0.1 fc 1.8 fc 0.0 fc N/A N/A
Wal ays — 0.4 fc 3.1 fc 0.0 fc N/A N/A I
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ELECTRICAL PHOTOMETRIC PLAN (PART A) SHEET
SGALE: I/32" = I'—O" E � • O
OF SHEETS
� REVISIONS
Schedule � NO. DATE DESCRIPTION
Symbol Label QTY Manufacturer Catalog Number Description Lamp Number Lumens per Lamp LLF Wattage
Lamps
35 SUN VALLEY LIGHTING CLX-WA-LED-VPA-SYM-36LED- POST TOP,EXTRUDED FINNED DIFFUSE 36 WHITE LIGHT EMITTING 36 172 0.85 58
❑ � 525mA-NW METAL HOUSING WITH 36 LEDS. DIODES(LEDS)DRIVEN AT
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StatIStICS
Description Symbol A g Max Min Max/Min A g/Min
Open Space + 0.7 fc 3.6 fc 0.0 fc N/A N/A
Roads 0.1 fc 1.8 fc 0.0 fc N/A N/A
Wal ays 0.4 fc 3.1 fc 0.0 fc N/A N/A
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PART �4 I PART B 26438 Rancho Pkwy. S., 8te 120
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JOB NO.
20-690
ELECTRICAL PHOTOMETRIC PLAN (PART B) SHEET
SGALE: I/32�� _ ��_o�� E — 2 . 1
OF SHEETS
� REVISIONS
Schedule � NO. DATE DESCRIPTION
Symbol Label QTY Manufacturer Catalog Number Description Lamp Number Lumens per Lamp LLF Wattage
Lamps
35 SUN VALLEY LIGHTING CLX-WA-LED-VPA-SYM-36LED- POST TOP,EXTRUDED FINNED DIFFUSE 36 WHITE LIGHT EMITTING 36 172 0.85 58
❑ � 525mA-NW METAL HOUSING WITH 36 LEDS. DIODES(LEDS)DRIVEN AT
� 525MA.
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/��( B (BXRA-30E4000-H-03)
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StatIStICS
Description Symbol A g Max Min Max/Min A g/Min
Open Space + 0.7 fc 3.6 fc 0.0 fc N/A N/A
Roads 0.1 fc 1.8 fc 0.0 fc N/A N/A
Wal ays 0.4 fc 3.1 fc 0.0 fc N/A N/A
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ISCALE
I AS NOTED
JOB NO.
I 20-690
SHEET
ELECTRICAL PHOTOMETRIC PLAN (PART C)
S�A��: ����� _ ��_o�� E - 2 . 2
OF SHEETS
� REVISIONS
Schedule � NO. DATE DESCRIPTION
Symbol Label QTY Manufacturer Catalog Number Description Lamp Number Lumens per Lamp LLF Wattage
Lamps
35 SUN VALLEY LIGHTING CLX-WA-LED-VPA-SYM-36LED- POST TOP,EXTRUDED FINNED DIFFUSE 36 WHITE LIGHT EMITTING 36 172 0.85 58
❑ � 525mA-NW METAL HOUSING WITH 36 LEDS. DIODES(LEDS)DRIVEN AT
� 525MA.
84 Forms+Surfaces Cordia Bollard 35W LED chip 3000K,Bridgelux 1 3803 0.85 34.43
/��( B (BXRA-30E4000-H-03)
`y�
StatIStICS
Description Symbol A g Max Min Max/Min A g/Min
Open Space + 0.7 fc 3.6 fc 0.0 fc N/A N/A I
�
Roads 0.1 fc 1.8 fc 0.0 fc N/A N/A
PART A i PART B
Wal ays 0.4 fc 3.1 fc 0.0 fc N/A N/A
�
�
_______i..____—____
�
PART G i PART D
�
SEAL:
ELECTRICAL KEY PLAN �QR�ss�°��tq- <�,
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AS NOTED
JOB NO.
20-690
ELECTRICAL SITE PLAN (PART B) SHEET
SGAL�: I/32" = I'-O" � _ � • �
OF SHEETS
� REVISIONS
NO. DATE DESCRIPTION
�
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PART A i PART B
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� 20-690
ELECTRICAL SITE PLAN (PART C) SHEET
SGALE: I/32" = I'-O" � _ � • �
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� REVISIONS
NO. DATE DESCRIPTION
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PART A i PART B
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PART G i PA�RT D S E A L:
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JOB NO.
20-690
ELECTRICAL SITE PLAN (PART D) SHEET
SGALE: I/32" = I'—O" � _ � • �
OF SHEETS
� REVISIONS
NO. DATE DESCRIPTION
SEAL:
QRpFESSIONq�
� ��Y� � Fti
� �P G r�*�
No. 018959 r,
STATC C}F CAl IFOR�VIA STltTC C}F CAl IF(]RVIA ST{4Tf.C}€CAl IFOR�via, * Exp.12-31-2021 *
Outc�oflr Lighting ��,,�} Outc�o�r LigF�ting „� dutc�nnr Lighting �
hRCC-L�fQ-E(CfF01ed]lI?9� CAI,IFORM1iIA FNE�tG1'CDMM�SSIC7�. ItiRCC-€�iQ-E(Created lll�i9� ChL1FORftiI�f:NFFC'Y CpMM�.551:4 nRCC-f T{7-E(Cfeatpd 1;f;4J CAL1FpRf�IA F.NERGY CpMMiS51S9 } `rl F�FCTR�GP ��P
CERTfFICATE OF CQMPLIANCE NRC� i.TO - CERTfFICATE dF COMPLIANCE NRCC-LTO-� CERTfFICATE OF COMFLIANCE NRCGLTO-E 'qTE'OF �p`\FO�
7his document is r�sed ta demarrstrate rampliarrce with requirerrrents i� 17U�9 1� 30.Q.�33�.� �1�t[1.'l, and,��:».0 E�2t for outdoar frghting scapes Usrng tf�e presrrrptive path. ,projecr�Eame: 2�-G90 Montage Repart page: Page z af 5 :projecr I�ame: ��-590 Montage Repart page: Page 3 of 6
Praje�t Name: 2�-6�0 Montage Repvrt Page; Pa�e 3 of 6 Proje�t Address; Pa�rn�7eser#,CA Date Prepared: 17.f.1�f7.� �'rvjecR Address; Palm�ese�,CA Rate Prepared: 17�1Af7p
Project Address: Palm Dese:i,CA �ate Prepared: 12f 14��Q
�. �xc��rian�a�con��irion�s �; ��.c�rn�F��qui���F�urs{�u�y �;,
!A,GENERAL IlVFORMATI�N �� 7'lars tabfe is auto�illed wrth Uriedrtabfe commerrks berause ojselertions made ar data eratered rn ta6les throvghout the farm. 71ais Seetior�Uoes�Vot A�ply
O1 Project Location�city} Palm Deser[ 44 ;7otal Illuminated Hardseape Area(ftzy 299,OSZ
02 Climate 2ane 1� _ hio exceptioraal conditions apply to this projerk, H.4iJ7D40R LiGHTING CDIUTRC]!Sr �
�3 Qutdoor Lig�ting Zane per Fitle 2•�,I7art 1§3.ff-17.4 or as designated 6y Autharity Having 1�rrisdietion{AHJ): 7ob�e�rastrucCrons: Comp�ete this tr��ale demonsiroting complianre with eantrols req�irements fffr arl new or a�tered lUmrnoires inst�JJed as part of the perrnic a�plicr�rron. Far M
n LZ-0:Very Low-l�ndevelaped Parkland n LZ-2:Maderate-Rura!Areas n L2.-4:High-Musd#�e reviewed by CA Energy Commjssion for Approwal E.ADDITIOMIAE R�iVI�IRKS �i r�ltera�tion projects,luminaires which are exisfing to remcrin rie�ntourhedf o�ndl�mintrires whrch are removed ond rernst€�ffed�wiring anlyJ do rrot need to be rneluded irr thrs ta�aJe
n L2-�:Low-Pewela�aed ParkEand n LZ-3:Maderately Higk�-Urban Areas !l7rs tnble irrrlUdes remarks made 6y the perrni[applica�nt to the Authority NQuing Jurisdietian. even�f they are withrn tf�e spaces cavered hy rhe permit applirntdon. �
When c�n opt�on hr�ving a*is selecred, tire notes section of tiiis ro�bJe must be completed. 7'Pre Nghting cantrols section of tire CompJiance 5ummary Table a n the frrst ptrge will �
;B, PROJECT SCOPE � shaw"dDE5 N07 COMPLY"rf the nates are left blank.For each requ�rement in rofumns�2 through 0#,do not leffve the field b7ank,rrrsteffd select NA ar Exempt'from the
Tob�e�nsrrucrrons��nrlude ar+y ou�door lightrng sysretns thRr are wi[hin the scope af�1�e pernrr[appficotivn ond ore demanstratiny ram,vliAnre usrng The presrrrptrve path drnpdown Jist to indicate not applica6le ar an exemptian, E N G I N E E R S
ou�lined in 1� �+Q.7 vr§I4�.(�1h1��/ar alrerativns. ;K.OU7L]�dR LIGH7ING fIlC1'Ult�SCHEDUL� l 'Mandatary Controls
�;
My pr�ject Go�sists nf; 1a6fe Jnstructra,�s:For n�w or olterea'Jiqh[in_q systems de,nonstrotir�g compliance wrth �4 40.7�ie Ta6fe�has exponded for rnpuc),incfude alf lurninaires beJng installed and any �� Oz 03 04 05
Qx �� �existrrig I�rrninaires remnining ar being rriovecl wrthin tHe spaces cavered b�+rhe permit app�icafian in rHe Table lrelaw. �ar altered lightinq systems usrng fl�e Existing power 26438 Raneho Pkwy. S., 8tA 120
Shut-O�i Auto•Schedule Mat€�n Sensor FEefd Inspectar
� �1PW LIgl�ting�yStPm Must Com�ly with Allnwanr.es from�14t7.7.. metlrod per§1.;�1.0 b�2t�ie rable IV hus expanded for inp�tJ,ine�ude onJy new lumrnarres f�eing installed and reploeement Ir�mir�aires being�instafled rrs part af the projert srope Area�Escn�rtion L9ke FOP88t, CA 92650
7 �ie, da natrr7cltrde existrMg lutnrnaires remrzinrng orexrstirag lumir�arres being movedf. §13�.2(c�i �13�.2(c�2 §330.2�e�3 p�ss FaiE TA4 949-267-9095
� Altered l.ighting Systern I5 ypur alketdtipn in[reasing khe[onneCted lighYing Ipad(Watts�- i�'Yes (i No
Q3 �� �� ❑esigned Wattage: - Walkwa�+ PhvtvConFral Yes Yes [7 �
°I�of Existing�uminaires Being Alkered' Sum Tntal af�uminaires Being Added or Altered Ca�cula4ion Metha� �1 0� �3 04 05 46 07 OS 44 10 *N07E5:Controls with a"ret�uire a note in the space aeiow explaining how cornpliance is aeh'teved.
�FQpTNQTCS�9h o}Cx+strng�uminaires 8eing Alfered=�Sum Tot�l of Cuminaires Qeing Added arAliered/Existing�um+na+res within the 5cope af the Permr�Appliratran)x.��� Cutoff fteq.� ;F,�:Nat permitted 6y 17ealtn&safe[y ta be turned aff;ExC�?TlON 1 to�130.��.
Total Excluded Field lns ectar
Name or Watts Per Eiow 1Nattage is 3 6,200 initial lumen p
— Cornple[e Luminaire descriptian number Luminaire 5fatus per aesi�n Watts
C.CDiVIPLiANCE RESLJLTS � Item Ca g luminafee��r determined z out put
kuminaires 1R6,7 a 13�.2 b A �ass Faif
*- - --- - - ..... ._....- - -- ......... . ... ----_.
Tah1e�r�srrurrinns:1f o�y cel!on thrs rr�61e sa�ys "DOEs�+oT CaMPtY"or"COMPCIES with€xreptron�!Canditians"refer to T�bfe�.fnr guidan�e. II. LIGHTING POWER ALLOWANC�(per§1�0.7� i
��
Calculat�on af Total Allowed Lighting Power(Wat#s��T40_7 or�141.0.(Fr)2L Compliance Results A Outdaar LEa Pafe Itg � Linear - 58 Mfe.5pe[' 35 Nevv J �,43� NA:{5,2�fl lumens � L Tn6fe fnstruetrans:Please ramplete i1�is tabfe�or areas using the QI
41 U2 Q3 44 45 � a6 07 �8 �� �9 B ❑utdoor LE�6aflard Itg [] Linear � 3S Nife.Spec` 84 New � � 2,94q NA:�6,2��lurnens � [1 Qlfawanre ralrulafions�p�r��J,�. Gei7eral Hardscope Alfowarrce "Use it or lose it"Allowances(select all that apply]
General ` � `' Tota#Uesigned Watts: 4,970 is per Table T��.7-.�while "tJse it or lost it".4lfowonces are per Generai
Per 5ales Per Specific Existing l f�l�le 28[7.7-8.Indicate which allowartres a�e being used to � Hardscape
Hardsrape Ornamental _ I '` hi4TE5;Seiections wit�a ' re uire a na#e in#he s ace befow ex lainin haw com liance is achieved. — � Per Application � 5ales f-rontage � Ornamental �J Per 5pecific Area
t Applitatian + Fronta�e r + Area flR�� Power - T�talAllowed z TntalA�tual a p p � �
Allowance � 4144.7.(d]� � �7Mustbe�UB F}{:luminaire is li hiin o statue;E'XCEPTION 2 to I30.2 b. expond secfions for User rnput. �uminaires tha�e qualify�or one of Allawanc�
§�no_�.��1� �.iao.�.��]_ - §�do.�.f�1_ §l��,l:p_{e}z.� �wares� �waits] �' s�
gl����.;(dl'_ the "Use i[ar Jose it"al�awQnces sholl not qualrfy for another"Use
(See Tahlc I] (5�e Ta61e J) {See Table i{} ,{5ee Ta�Ee L} �(5e�l able M� .[See Tab;e N}. f � �5ce�able F� , rt or lose it"allowa,�ce. Table I (belaw� Tab€e 1 � Table K Ta#�le L I Table M
FDQTfVpTES:Ruthorlty Flav+ng Jurrsdiction rriny ask for f.uminarre�vi sheets to carrfirm ve+atrage used far campliance per .I3�.0 c Q
��,���,gg + + + - OR �� 16,253.88 7 4,97� COMPLIE5 � ICalculated Genera[Fkardscape Lighting Power Aflowance per Table 14U.7-A(L2�&3J
- � =For fir�ea�1�mina+res,wattage shourd be indreoted ns Wrlf insread of 4Vatts/fumirrarre. Tor��IrneFr feer for the luminaire should be ir�dicrated ir�cofumn�5 irrsread of nr�mher of � Z
Cutoff Compliance{See Tak�le G for aetails} Not App(icable 1ur+7+naires. 02 03 04 OS Q6 a7 Q8 d9 1� �
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DATE
12/14/20
SCALE
AS NOTED
JOB NO.
20-690
SHEET
E -4 . 0
OF SHEETS
STAFF REPORT
CITY OF PALM DESERT
COMMUNITY DEVELOPMENT DEPARTMENT
MEETING DATE: March 23, 2021
PREPARED BY: Eric Ceja, Principal Planner
REQUEST: Consideration of a recommendation to the Planning Commission for
approval of a Precise Plan (PP21-0004)for the 270-unit apartment project
on approximately 12 acres of vacant land located south of Gerald Ford
Drive and abutting the Riverside County Sheriff substation.
Recommendation
By Minute Motion:
1. Approve a recommendation to the Planning Commission (PC) for the
approval of the Precise Plan application for landscape and architecture and
direct the applicant to work with Planning Division staff to develop a plan for
shaded covered parking.
Or
2. Provide comments to the applicant for enhancements to the project, and
direct the applicant to work with Planning Division staff to develop a plan
for shaded covered parking.
Backqround
A. Property Description
The project site is a vacant 12-acre property located along the southside of Gerald Ford
Drive and east of the Riverside County Sheriff substation. The property is currently
undeveloped and consists of natural desert vegetation and blow sand.
B. Zoning and General Plan Land Use Designation:
Zone: Planned Residential — 20 dwelling units per acre (PR-20)
General Plan: Town Center Neighborhood
C. Adjacent Zoning and Land Use:
North: Planned Residential — 5 dwelling units per acre (PR-5)
South: Planned Residential — 5 dwelling units per acre (PR-5)
East: Planned Residential — 5 / 20 dwelling units per acre (PR-5 & PR-20)
West: Public Facility— Riverside County Sheriff Substation
March 23, 2021 —Architectural Review Commission Staff Report
Case No. PP 21-0004: Pacific West Apartments
Page 2 of 3
Proiect Description
The project applicant, Pacific West Communities, Inc. is proposing a Precise Plan application
for the development of a 270-unit affordable apartment complex encompassing 12-acres of
vacant land and consisting of a mix of two and three-story buildings, open space amenities,
and parking.
A. Architecture
The applicant is proposing a total of thirteen (13) apartment buildings; eight (8) of which are
three-stories in height. The buildings are arranged along the northern and eastern project
perimeter and parking is provided throughout the project site. A community clubhouse and
fitness room are also provided as well as a pool and playground for residents. Elevations for
each building are provided in the applicant's submittal package provided as part of the ARC
report.
All buildings are geometric in design and feature aluminum awnings, pop-outs, metal railings,
windows, a mix of materials, and distinctive colors for each building. Three story buildings are
shown at a height of thirty-seven (37) feet and two story-buildings are shown at twenty-six
(26) feet.
B. Landscape
Landscape is provided throughout the project site, including along perimeter roadways and
common areas. The typical landscape palette mixes in desert native species for trees and
shrubs, and provides turf in active areas for residents.
Perimeter Roadways — Perimeter roadways include Gerald Ford Drive and an extension for
Rembrandt Way. The perimeter treatment includes a block wall and plantings of drought
tolerant shrubs and trees including, "Mulgas", "Mexican and Date Palms", "Tipuana," and
"Southern Live Oak." In addition, a mix of shrubs including, "Yuccas," "Agave," and "Birds of
Paradise" are provided.
Common Areas and Retention —Common areas and retention basins are planted similarly to
perimeter roadways in that a combination of inert material, shrubs, and trees are used to fill
these planting areas. Playground equipment, bench seating, and a community pool are also
provided as amenities to the residents.
Analysis
Development Standards
The subject property is zoned Planned Residential, which is the City's most flexible zoning
standard for residential development. Essentially, the P.R. zone allows the developer to
propose their own development standards based on their desired products and in consultation
with City Planning staff and the Commissions. The PR zone allows for three story buildings
March 23, 2021 —Architectural Review Commission Staff Report
Case No. PP 21-0004: Pacific West Apartments
Page 3 of 3
and a density of 40 dwelling units per acre. As proposed, the developer is showing adequate
setbacks from surrounding roadways and the project perimeter. Building heights of twenty-
seven (27)and thirty-seven (37)feet are permitted by the zoning ordinance. Lastly, the zoning
ordinance requires that 50% of the parking provided be shaded. As such, Planning staff will
work with the applicant on providing those details and plans at the final drawing phase of the
project.
Architecture
Architecturally, the applicant's use of massing, materials, and color schemes provide a
distinctive look to the City's housing stock. Staff is supportive of the architectural stylings
of the apartments and anticipate the Commission may have comments for further
enhancements.
Landscape
The landscape palette proposed for the project is consistent with other landscape palettes
and neighborhoods in the City of Palm Desert. The applicant provides a good mix of inert
and organic material that is complimentary to the surrounding area.
Conclusion
The architecture and landscape design generally conform to the City's intended vision for this
area and is complimentary to the existing development pattern in the immediate vicinity. Staff
recommends the ARC approve the plans as presented, or provide comments to the applicant
for enhancements to the project, and direct the applicant to work with Planning Division staff
to develop a plan for shaded covered parking.
LEGAL REVIEW DEPT. REVIEW FINANCIAL REVIEW ASSISTANT CITY
MANAGER
N/A N/A N/A
�i�ic C�a
Robert W. Hargreaves Eric Ceja Janet Moore Andy Firestine
City Attorney Principal Planner Director of Finance Assistant City Manager
Cit Mana er Todd Hileman, : N/A
APPLICANT: Pacific West Communities, Inc.
430 East State Street, Suite 100
Eagle, ID 83616
ATTACHMENTS: 1. Exhibits Submitted by Applicant.
TPC PALM DESERT
Project Description
The applicant proposes the development of 270 apartment units on 12 acres of land located at
the southwest corner of Gerald Ford Drive and Rembrandt Parkway. The apartments are
proposed in 14 two and three-story buildings distributed throughout the site. In addition, a
single-story community clubhouse and fitness center is proposed in the east-central portion of
the site, adjacent to a community pool, play areas and a dog park. In addition, open space areas
which will also provide on-site retention are proposed throughout the project and will provide
passive outdoor space. The two-story buildings will generally extend to 26 feet in height, while
the three-story buildings will be up to 36 feet in height.
The 270 apartments will provide varying sizes to accommodate a range of family sizes and will
consist of 126 one-bedroom units, 72 two-bedroom units, and 72 three-bedroom units. A total
of 410 parking spaces are provided, distributed throughout the project.
The community will include a centralized recreation area, which will be connected by pedestrian
ways to the buildings to the north and south, to encourage outdoor activities for residents. The
recreation area will include a community pool, tot lot, multi-purpose lawn, as well as a terrace
which will provide access to the clubhouse, fitness center and restrooms.
Rembrandt Parkway will be improved as part of the proposed project.A full half-street,consisting
of a 20-foot travel lane, curb, gutter and sidewalk, will be constructed adjacent to the project's
eastern boundary. In addition, a 12-foot travel lane will be provided on the east half of the street
to allow two-way traffic. The balance of the east side improvements will be completed in
conjunction with development to the east of the site in the future, and are not part of the project.
Access to the project will be provided from two driveways on Rembrandt Parkway. The main
entry will be located approximately 650 feet south of Gerald Ford Drive, and a secondary
driveway will be located approximately 115 feet south of Gerald Ford Drive. Both driveways will
be gated, with the main entry providing a call box to allow both visitor and resident access, and
the secondary driveway providing only resident ingress and egress.
I I -. � I � i I; IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
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� I I °� '� LAND USE DESCRIPTION: SF ACREAGE PERCENTAGE
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� � i �z I z I ! � � � � i ` - - - EXISTING GROSS ACREAGE 1 109 710 SF 25.48 AC. -
� � � I I ^ �Q I I � I I — I � POOL I � � 6 ���PROP. WROUGH ' '
' _-. � ` I �� P�ROP. PROP. O IRON FENCE(TYP.J
I i --- � w � IIII i � i i - PROPOSED NET ACREAGE 520,257 SF 1 1.94 AC. 100�0
0 , I � I BUILDING NO. 5 BUILDING NO. 8 0: PROP. ELECTRICAL
� A�I � A � � � 21-P EX 21-PLEX O � o i / — — � TRANSFORMER(TYP.J TOTAL BUILDING AREA GROUND FLOOR AREA 1 13,460 SF 2.60 AC. 22�0
� I II � I � I I � I I I (3 ST�RY) (3 SroRY) �I � O � i - PROPOSED RESIDENTIAL BUILDINGS 1-14 ) 108,952 SF 2.50 AC. -
I''I " I , -
I; � I� AN�DSCAPE I I 'il I I � I I I I I
I � I I � - PROPOSED FITNESS 1,287 SF 0.03 AC.
I � � �` � � (^1 � �� - PROPOSED LEASING / CLUBHOUSE 3,221 SF 0.07 AC.
EASEMENT I I � I Q"�
{ - U I - -
I W I I I I I �I I � _ _ _ �Q i � I I � ACCESS ROADS, HARDSCAPE & PARKING 212,953 SF 4.89 AC. 41�o
� 43' 12 20' � 69' 1 ' 24' 18' �66.�' - 69' - 17' 24' 7' 68'� I 6 4' � �� � � I Z I � I�
w I � o pQ i � � O � � i� LANDSCAPE & RETENTION AREAS 193,844 SF 4.45 AC. 37�0
� ss' �� a.2� _ � I I i i i' � i �� i � z � I i
= I a >
w
a , I 'i � ~� BUILDING M _ � ( I il- - I � � � I � I I °� BUILDING BUILDING DESCRIPTION: TYPE STORY
N� I'I EX. ROW 8� � NO�X � � � \ - - - / J I � � � I � NO. 13 ii _ RESIDENTIAL BUILDING (BUILDING NO. 9) 13-PLEX 2 STORY
1 1 BOUNDARY �
I (2STORIY) ' I I � I I 21-PLEX f
PROP. (3 STORY) RESIDENTIAL BUILDING (BUILDING NO. 14) 14 PLEX 2 STORY
� ,�I EX. C/L PROP. CURB I � - BUILD#IVG NO. 1 O - I I I I �
- I &GUTTER I i' �0 24-P�ex � _ � I I I � RESIDENTIAL BUILDING (BUILDING NO. 2, 3 & 6) 16-PLEX 2 STORY
� ,I N � � � � (3 STORY) � � � — RESIDENTIAL BUILDING 21-PLEX 3 STORY
� I I I I
;-�� II � I _ _ _ PROP. TRASH ENCLOSURE(TYP.J 18' 1 .2' 137.8' 19' 18' � 24' � 18' � 72.`' 70'� (BUILDING N�. 4, 5, �, 8, 1 1, 12 & 13�
v PROP. ELECTRICAL I
� I � PROP.8� I N TRANSFORMER(TYP.J >>� 9� ��� �- _ - _ I � � I r � RESIDENTIAL BUILDING (BUILDING NO. 1) 24-PLEX 2 STORY
MEANDERING � �
- I I SIDEWALK i ' I ( I . 29�5� 18, — RESIDENTIAL BUILDING (BUILDING NO. 10) 24-PLEX 3 STORY
� � I PROP.S' \ / 24 78'
22.3 PROP. BOUNDARY& ( �
I I'- I�l I � � i ` 410 -, a�K(TVP.) - - - - _ LEASING / CLUBHOUSE AREA BUILDING NO. 9 - -
� � , � PROP. 'O N M LOTLINE FITNESS AREA (BUILDING NO. 9) - -
m
3 l� PEDESTRIAN � �
W I � GATE I � ❑� � � - - -
2 � �, I � / PROP.5' \ � \I � ONSITE PARKING DATA: UNIT PARKING RATIO PARKING % COUNT
Io � I �< °' I SIDEWALK(TYP.J 1 I
� ��, � p � � u � °_ — PROPOSED RESIDENTIAL BUILDINGS -
� '�- �I � � I � � i� � - � ii (� I � � I ii � � �� II �� � _ _ � � - ONE BEDROOM 126 UNITS 1.1 STALLS PER UNIT 46�0 139 STALLS
�� ,� � �, II I � �w I I I � I � -TWO BEDROOM 72 UNITS 1.1 STALLS PER UNIT 27�0 80 STALLS
�I � �
I I I , � �o _ � i o i � a II �I Q� � � i i � �� -THREE BEDROOM 72 UNITS 1.1 STALLS PER UNIT 27�0 80STALLS
II
` r� ��� � I I � I -� I� i a � v-- �� � z I � �O TOTAL 270 UNITS 1.1 STALLS PER UNIT 100�0 299 STALLS
U - o I I
� o I I o
iIIII �' �i ' �I � � � i �w �RO�P�. � w � � , � �w PROP. � � � PROP. o u
I ✓i � I I � � BUILDING � w � PROP. ` �- � U� �o BUILDING � w � I ao BUILDING �w TOTAL PARKING RE QUIRED - - - 299 STALLS
I I I � I BUILDING NO. 7 � '' �o �+ � w �
�� l � � � w� � NO. 11 I � I NO. 12
i ' I � i 21-P�Ex � o I 21-PLEX �z 21-PLEX � I 21-PLEX � TOTAL PARKING PROVIDED - - 100�0 410 STALLS
� � �+ NOi. 4 i
� �IIII /�1 �, y I � � I � I 3 STORY) � � � b
� � I � �� BUILDI� G i (311 ST�RY) � � � � � � �� � �� � (3 STORY) � � O � � (3 ST RY)
�I� ' I NO.� �� � �I ii �� � � � I � I EXISTING ZONING: PLANNED COMMERCIAL P.R.
���-��I I I I � � ( )
� I I 24-PLEX � �L �I I I I I I _ � _ I � �
� I
o e�I � ' � I I I I I'�` I _ I I I I i I PROPOSED ZONING: PLANNED COMMERCIAL (P.R.)
w I I (2 STORY)
_ I I
f� , , �, u 29.6' S6' ^ 2�' )s' 2a' )s' �6' 70' l 80' � � 70' i � ' )s' 2a' �8' 8' �8' 24' )s' �6' ii 70' �9 � `J � I � .8� EXISTING GENERAL PLAN LAND USE: TOWN CENTER NEIGHBORHOOD
1 � _ ' \�I � I ( � � i � � � �
(�� , ; ',, I � I � — \ / � I I PROPOSED GENERAL PLAN LAND USE: TOWN CENTER NEIGHBORHOOD
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\��yJ _ N� I � - - - - - — � � � - - - - � _
PUBLIC UTILITY PURVEYORS:
\ ��^ �u�� I � � �
, _
;' � _ _ � ELECTRIC. SOUTHERN CALIFORNIA EDISON (760) 324-4991
I� I � I I � � �
f � M � I � I GAS: SOUTHERN CALIFORNIA GAS COMPANY (877) 238-0092
� I � ` � i i TELEPHONE: FRONTIER COMMUNICATIONS (800) 921-8101
_
� I N N N
� � _� � I i � � �, i WATER: COACHELLA VALLEY WATER DISTRICT (760) 398-2651
� �� � � � �� � � � � I � � CABLE: SPECTRUM (877) 719-3278
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� SEWER: COACHELLA VALLEY WATER DISTRICT 760 398-2651
� �� 'w I o ( )
/ I I I M — USA: UNDERGROUND SERVICE ALERT (800) 227-2600
I � PROP. RETAINING WALL
1 ��o � � � PROP. REraiNwG w,a�� � FEMA FLOOD ZONE DESIGNATION:
I I��� � � �
PROP. WROUGHT
�' IRON FENCE(TYP.J EX. PROJECTBOUNDARY&LOTLINE EX. PROJECTBOUNDARY8�LOTLINE ZONE��X": AREA OF MINIMAL FLOOD HAZARD
� � �� � __ _ � -
, �,
_ �� r .
��-
� .� __ � __ � _- _- _ `� �_ � , ._ , � ,
� � I - -- — - �- � I AS SHOWN ON RIVERSIDE COUNTY, CALIFORNIA, FLOOD INSURANCE RATE MAPS,
__. �� � � 3 >
� ` � I COMMUNITY PANEL MAP NUMBER: 06065C1595G
w 6`�4�������'` EFFECTIVE DATE: AUGUST 28, 2008
�� I C�g���3�00�Oo Oo 7 I C��o C�C�MC�G3Q� plsLaWo
� C MQC�La�1�
I � G3� ��£3/g�3
M � �� I �� � � J � �_- ,, ����0�� ��Q���� —_ , , � � - ��o�In�] C�C��]�C�G,3 LIQUEFACTION: MODERATE LIQUEFACTION ZONE
� � � � �', �� � �l _ � _ � � � � ` � � � � � � � � ��o c����aa� p�a�o � �_ -� � '� — J � _Z � � J � � ��oc aQo�aoo�
� , ��o �o�o�c�o
� r ;'� I ' -�i I I --� � I ' I � pMC3��C� f�aC������7 / I -' � � , � � � J SCHOOL DISTRICT: PALM SPRINGS UNIFIED
� �`� J ��_� � � � I � �./ �G9����M��OG9Q� - r- � p�G°aG9�9C�D
� � � w ��', ,�� �� � � �� � C��o �O�JD�JC�o � �� I � � �� � C�OG�n11MI�RC�OQ� QpaG3o➢
= i pMQ�OC� Qp➢ �� � I NOTES: 1. THIS MAP DOES NOT INCLUDE THE ENTIRE CONTIGUOUS OWNERSHIP OF THE
� 'p '� 3 I � I ol I � LAND DIVIDER.
�
I ;'`I' � I � � � I I I �; - W ' 2. THERE ARE NO EXISTING DWELLINGS, BUILDINGS, OR OTHER STRUCTURES KNOWN ON
C) �J�L-'I � '� � , � ' � r � � � I -r � I THIS PROPERTY.
, � � � �i
� I I ! �� � �_ � _ I_ � � � � � � � I � '� � ', - - -', � �
r I _ r I _ EX. SHERIFF STATION � � �
�I I I ��e � , - —
�' , � �\ \\\\���������\\\ � _ �_ i , � �
� , � i , � � � , / � � � ti .j'
� � � o R-�
0' 40' 80' 12Q' 16Q'
SCALE 1 "=40'
GERALD FORD DRIVE
- - - � -�
� — - — r
I I� �EX.PROJECT
BLDG. NO. 1 BLDG.NO.2 � BLDG.NO.3 I BOUNDARY
�
EX. ��
oioIJIIIII �1lllll � iiii ��
R/W8 I� IIII �� II � �
EX. PROJECT � � ' `� % , i
R/W 110'(EXISTING IMPROVEMENTS) BOUNDARY 20. _ � �___ ,'
�
PROP.LANDSCAPE EASEMENT I� C-- -� 1 i I
12' 43' � 43' 12' BLDG.NO.4 - � �� _ _-�l � �-- ���� i i� L
�---- R/W CREATED i -9,P�L
$ 8 � BY GRANT DEED �c
� � --- BLDG. NO.5 � w� � ��O
EX. PROP. -- � � I r-� �
20' 14' 18' 14' 20' � �__ , � ,, BLDG. I Z i i O
MEANDERING EX.RAISEDMEDIAN MEANDERING � '___ _1 r II N0.6 � I�i L,1pG�l � �i �__I Ti �i
� Ili 6�4�3�0�0077 Q� �
SIDEWALK - SIDEWALK - - - - - 1 1 I �11 I I I I I j'I'- � � �I � -
_ - - - - - - = BLDG.NO. 7 �� � I I I I I � I I u'
��-IV�-���-I��- I I I�� I I ��� ��� ��� ��� ��� � - -- wi �
I =1ii=iii= ii iii iii iii iii=iii=iii=iii=iii=iir- � � �'"� � �� � II� z, �� ,
� � � � �I I I� �� I I �� I I I I I I �I� ��� � BLDG.NO.8 ;�;' ` _ � I I� O i r � k
�i � � , � �/
EX.CURB&GUTTER EX.BARRIER CURB EX. BARRIER CURB EX.CURB&GUTTER j�� ` � I I �r� ` � �
� � � � 1 i � � � � i
� � i ---�1-�, i �-
SECTION A-A
GERALD FORD DRIVE , �� I I I ; �� ��;� � o II
(BALANCED ARTERIAL/PUBLIC ROAD) � �I �I �I�I � �� �I` I Z i i i �-i I i � i �
N.T.S. � ����— ` � BLDG. � m FORD DR�E - ��
� /��If ��� II � I� � i � II i
0
;��� , � �rvo. 9 i � �I � SITE � -- � —��
, BLDG. � EX.PROJECT i �
BLDG. NO. 10 I � r BOUNDARY � L-- �
NO. ll ;, � I i I
� � � � � � � -�
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; � Q
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INDEX MAP , �
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-- -- -� ---��` o � �,
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N.T.S. � I�-�1 - ---- � -/--- I �' 1' � \ � �
' � � -� 1 � C OR� O � � w
r - — ' VICINITY MAP � � � � �
BLDG. BLDG. � N.T.S. \ - � �c �
� NO. 12 NO. 13 BLDG. � � �
- N . 14 I II II � -
� U �
EX. PROJECT BOUNDARY ' f - � - � o
LEGEND ABBREVIATIONS � Il���� I �___ � �, I I� _ _ FRarvK siNarRa �RivE �
679.3 EXISTING SPOT ELEVATIONS E EAST ��� �l ' ' ' 'i ' � � � � � Q
( ) �`-� ' , , �
EXISTING CONTOURS (N) NORTH � � 1 ;;; ; , ; � � I I �
`L�u�� ! � �n
(S) SOUTH -�--i�'��!�LLLL�I� I I I I I I I I I I .�
EXISTING EASEMENT DELTA (W) WEST
�
X A.C. ASPHALT CONCRETE PROP.PROJECT BOUNDARY �
EXISTING CABLE AC ACREAGE �
APN ASSESSORS PARCEL NUMBER
EXISTING IRRIGATION DRAIN LINE BNDRY BOUNDARY Qp� Q
EXISTING EASEMENT C/L CENTERLINE a o N
C&G CURB AND GUTTER C��4 �3900�00006 c�
EXISTING ELECTRIC E/P EDGE OF PAVEMENT �
- - c - EXISTING GAS ESMT. EASEMENT SITE PLAN CREATED BY: �
EXISTING IRRIGATION EX. EXISTING AO ACHITECTS
N
MAX. MAXIMUM �
EXISTING LOT LINE M.B. MAP BOOK `�
EXISTING EDGE OF PAVEMENT MIN. MINIMUM TO BE ADJUSTED WITH LOT LINE ADJUSTMENT BEFORE __ `V
NO. NUMBER FINAL CONSTRUCTION PERMITS ARE PULLED `'' " ,. �
— T - EXISTING TELEPHONE N.T.S. NOT TO SCALE 3
�
O/H OVERHEAD c
EXISTING OVERHEAD TELEPHONE OS/PP OPEN SPACE/PARKS I �
�
R/w EXISTING RIGHT OF WAY PG. PAGE ,h� �
EXISTING SEWER P/L PROPERTY LINE �
PROP. PROPOSED �;'�� �
EXISTING SEWER FORCE MAIN P.U.E. PUBLIC UTILITY EASEMENT --- •�
- — — —���- EXISTING WATER R RADIUS �
R-L LOW DENSITY (RESIDENTIAL)
y rCr �� .;"' c f_' L`.;:.; U
EXISTING PROJECT BOUNDARY R/W RIGHT OF WAY i Qp� i � �
PROPOSED PROJECT BOUNDARY SF SQUARE FEET �e�'��L�
STD. STANDARD ��4�������� ��IC7�I��%L�.,L LL���,.���, �
- - PROPOSED AND EXISTING CENTER LINE TYP. TYPICAL �
PROPOSED CURB UG UNDERGROUND
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— — — — — PROPOSED EASEMENT
IN COLLABORATION WITH: %
PROPOSED LOT LINE I �
.�
- - PROPOSED RIGHT OF WAY �
�
4)0 PROPOSED PARKING STALLS I M SA �
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11 ��. - ���. 10 , s .�� .,�� ��� ��� �_. � � - meandering 8' wide concrete sidewalk
� �+� �,�� �, �. � � ���- ' � � �' '�� _`� � ' ..� . - � • ' � � � �� ; � _ �".� �� �;,� � � ,� �,� . � � � . , - landscaped setback
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� 949.612.5191 RECREATION AREA ENLARGEMENT
CANYON - �
� www.canyonparkstudio.com - Palm Desert, Cal�forn�a
PA R K O Co�ta M sa�CAt92627 � � � � 0' 10' 20' 40'
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GERALD FORD DRIVE _ �
, - � � . LEGEND
#
1❑ GERALD FORD DRIVE STREETSCAPE
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. --: : �� � • - meandering landscaped walkways
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jf��� � � ❑4 BIORETENTION BASIN
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� . _ , _ � �� . � ,�- �� � ❑6 EVERGREEN SCREEN PLANTING AT PERIMITER
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SHADE TREES IN PARKING LOT
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i � � � ❑8 CLIMBING VINES ON RETAINING WALL
' 7 12 - see Civil plans for wall ht.
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_ .; _ 4 . . __ _ ; _ . , � �__ . �; _. � pole/parking lot light
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� � � � � � . �. -; : � • see sheet L.6 for plant legend and notes
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MATCHLINE A - SEE SHEET L.4 Alliance for fixture selection and photometrics
� 949.612.5191 LANDSCAPE ENLARGEMENT PLAN NORTH
CANYON - �
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MATCHLINE A - SEE SHEET L.3
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� � �.��� � BUILDING 7 f'� � ' � � . �# . . . - . _ . . " �� � 1❑ REMBRANDT PARKWAY STREETSCAPE
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- � - �' - � � � see enlargement sheet L.2
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i . . . . ..� =;_ :. --� � - 3 � � —
* . f benches
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� � . • • ;� � ,- . � - � � ,--�_ - ; � �-- - dog amenities
i � - k _ , � I ' �F BUILDING 8 , - ,
� � � � � l � � � � -- - ��- - - - natural turf
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� A"� - �i-- - -� i �� - �� � ��`� � � � ��� � � � � �� � � � � - meandering landscaped walkways
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� �. . �; :• . �;A� � , �� _ 5 BIORETENTION BASIN
� {_ . � � . -���_ - ::��: �, _ . . : � :; - � � � � � _ BUILDING 9 . . Q ❑
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. . . . _ . � � � . � � .� :_ . , , : }4 � . � � � FITNESS � � � ❑8 SHADE TREES IN PARKING LOT
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,� 1� � , • • �xt.t�� _.� , , �r
� � . . . : . . _ . . , . , . �,.. .. � ��� � � • . r �� : . � ��--- : � - see Civil plans for wall ht.
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��� � � � � � � � 4 '_� �� I.' �� �� ��� -- � ; ' 10 EXISTING PERIMITER WALL TO REMAIN
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� ��� r CLUBHOUSE � ,- -� - see detail C, sheet L.5
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. . . . � - � � . �-� _ � . � . H, _ . - -{�"� �� - pole/parking lot light
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-� , . � �� .���;� . � _ � - bollard light
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I � _ i . . i r '';4 , . -�+ti` .
, � ��� � � I . • � - �_-. - bullet uplight/accent light
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. ## _ � * #.* � � : � see sheet L.6 for plant legend and notes
. � � ��i� � � � � � � � � � � � � � � � � � � � ���i''�. � ��� � � � r� � � � � � � � � � � � � J � � � � � � � � � i� � � � � � � � � � � � � � � � � � � ��i � � � � � � � � � � � � � � � � � � .�■ � � � . seeli htin lans re aredb Li htin Desi n
MATCHLINE B - SEE SHEET L.5 g g p p p y g g g
Alliance for fixture selection and photometrics
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PA R K O Co�ta M sa�CAt92627 � � � � 0' 20' 40' 80'
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STUDIO '
F e b r u a r y 1 5 , 2 0 2 1 S C A L E: 1�� - 2 0�
MATCHLINE B - SEE SHEET L.4
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.,� . . . . . . „ . . . =}� -:�t;� ,'�:-:,x:�_ , i ❑ REMBRANDT PARKWAY STREETSCAPE
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; _
. . . . � see Civil plans for more information
� 7 . . . ._. � '� ---- . . . ' .__ � . � . . � � ' � �
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BUILDING 12 BUILDING 13 � . ��_ �. -� � � � � Q 4 EVERGREEN SCREEN PLANTING AT PERIMITER
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1 ��. . - . . , , i_._. , . , . , . . _ . _ . - . r_�_- _ � , �. i. - —� . . - _ - . � _ ; ,. _ � � �
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� , . . . � . . _ �. .� . _ � � . _ . .- . . . � . . � � - see Civil plans for wall ht.
_ � . . : . .. . . . -- - . . . . . . . _ .� . . _ , _ �. ._ _.. _ .. . � , . . . m
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..� , � � � � � ' : �� • � � . � � � � � �.� � � . : � -�� � -��� . ._._ _ . , , . . l W ❑7 EXISTING PERIMITER WALL TO REMAIN
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� g � _ ._ {?� r'+� � � , . . v - , - � . .�. �--�- # � .�. . , ., � . u- � � .. . � ' ❑8 6' HT. MASONRY WALL
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] � . . � �;r� � ;- �. . . � ,� . � � . � +� - , - � � _� �� .-. • . � - see detail A, this sheet
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. . . . . . . � ,� � � - .-_: . � �{" . . ����� ' '� � � � � - see detail B, this sheet
� . . + � -. . . � � ,� 10
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� � � �� � { � � � . � 10 RESIDENT-ONLY PEDESTRIAN ACCESS GATE
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, �� � . � � � � . - . . � � � � � . � � .. . � ..� .�. . �� . ' � + �F � � -� �� � � EXTERIOR LIGHTING KEY
' � ' ' .. . . �•, � ' ' " . ' I r i � I I , iY"J
. . . . . . . . . --� . . .. - , . ... .. . � . �, . . . � i - � 9 - pole/parking lot light
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. , ��. : � . . � - �t.� � . . . : . . � � � : � � ' - - � ---- -. . _ . . , - bollard light
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,,.,..�� � . � � � � .� . : � . : . �. ti,.:.- . . - �.- _:t,_._. � . . . . . . ; .- . � . # ; � �. . . - .. • . � - wall sconce
- � � - - - - � � - - ��-- � "�Y'� � �` - bullet uplight/accent light
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CONCRETE WALL CAP
MASONRY WALL
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NOTES:
A 6' HT. MASONRY WALL B 6' HT. TUBE STEEL FENCE C 5' HT. TUBE STEEL POOL ENCLOSURE • see sheet L.6 for plant legend and notes
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" • see lighting plans prepared by Lighting Design
Alliance for fixture selection and photometrics
� 949.612.5191 LAN DSCAPE EN LARG EM ENT PLAN SOUTH
CANYON - �
� www.canyonparkstudio.com - Palm Desert, Cal�forn�a
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F e b r u a r y 1 5 , 2 0 2 1 S C A L E: 1�� - 2 0�
PLJ4�IT ��F�E��lLE PL�11�� ��1�EDUl.E ���IT'�, G�N���4L P1.�1�f71N� N�TE�
TREE� B�TAN�CAL NAME ��N1hA�fJ IVAME �I�E I+UU��L� �HRUB� B�TAN��AL NAf�+1E ��fu1f�+1�N NAME ��ZE WU�OL�
A�acia aneura hAulga �4" Box Low Aga�+e ameri�ana �entury Flant �gal. Very Low WATER �ON�ER!lINC, LAh1D3�APE WILL BE UTI LI�ED A� REQUIRED �Y MUNI�IPAL �ODE AND
.
�TATE MANDATE ��1881 AND ��hAPLY WITH THE F�LL�WIN�, �RITERIA; _�
Agave desmettiana '1�ariegata' lfariegated �mooth Agave �gal_ Low 1_ NIAINTAIN �HURB�AT��" HI�H IfV�IDE VEHI�ULAR LINE-OF-�I�FiT.
�hamaerops humilis Metliterranean Fan Palm ��" Box Moderate �_ RO�T BARRIER� ARE REQUIRED F�R ALL TREE� WITHIN 5' �F HARD��AFE_
�_ ?�LL PLAfVT�NG LO�ATE� AD�IA�ENT A PAR�{�NG �TALL WHERE THERE I� A BUh+1PER
� � �, B�ugainvillea x 'Torch �low' Torch Calow Bougairnrillea �gal_ Modera#e OVERHAfV� �HALL UTILIZE LOW-G�ROWIN� PLANT hAATERIAL A� TO NOT IMPEDE PARKIN� �. `�. .
� FUN�TIONALITY_ _ �
� �. PLANTINC� WITHIrV �TORMWATER TREATMENT AREA� WILL BE AN APPROPRIATE �PE�IE� �' _
Qalbergia sissa� Rosewood �4" Box Low � - _ . �
THAT I� AQAPTED TO V4fET-QRY �DNQITION�_
. �aesalpinia pulcherrima Red Bird Of Paradise 5 gal_ Low 5_ EVER�REEN ��REEfV PLANTIN� �HALL BE UTILIFED ADJA�EfVT TRAN�FORMER� AND
.�; UTILITIE� VI�IBLE FRON1 PUBLI� AND �ON1hAON �PA�E�.
1{aelreuteria nicul�ta �olden Rain Tree �4" Box Moderate �, ALL PLAh1TER AREA�TO BE DE�ERT G��LD DE�OMPO�ED �,RANITE�f" WITH 1" FIh1E�
P� �alliandra californica Red Baja Fairy Duster �gal_ Low N1A�IhAUN1_ D� TO BE 41lETTED AND �OMPA�TED TO A�" DEPTH_
• 7_ BIO�RETEN7I�N BA�IN� 7Q RECEIVE 7URF AT B�TT�M �F BA�IN FQR EA�E OF
• � �1A�NTEfVAN�E_
�alea frutescens "�ierra �legra" TM B�ack Prairie ��vver �gal_ Low
L�+siloma mi�rophylla Fe�,ther Tree 15 gal, Low
. `��
Dasylirionwhealeri �feyoesertspoon ��a�. �ow IRF�IG[�ITI�� ���TEIVI I��TE�S TABLE & CHAIRS
Olea europaea '�wan Hill' TM �wan Hill Olive �4" Box Low A
.'. Dod�naea viscasa Hopseed Bush �gal_ Moderate TFiE IRRIC,ATION �Y�TEM WILL BE DE�IC,NED F�R WATER ��N�ERI�ATION Ah1D IN ��MPLIAN�E
WITN APPLIC,�BLE hAUfVI�IPAL �DDE� AND �TATE A+IANDATE 1881 AND �OMPLY WITH TNE
�ar�cinsonia x �o�sert r�useum� oesert r�useum �a�� �erde 24" Box Low F�LL�WIN�, �RITERIA:
Eremoph��a rnacula#a 'Valentine' llalentine �p�tted Emu Bush �gal_ Low
.
•� 1_ TFiE �Y�TEN1 �HALL BE FULLY AUTOMATI�AND �ONTROLLED BY A EVAPOTRAN�PIRATION
(ET} BA�EQ �OfVTROLLER WITH RAIN �EN�IN� OVERRIDE QEVI�E_
F�uquieria splendens Qcv#illo �gal_ Very L�w �_ ALL�HRUB� �HALL BE IRRIGATED WITH WATER EFFI�IEhlT DRIP�Y�TEhA.
Phoenix dactylifera D�te P�Im 18' BTH Nloder�te 3_ ALL�ON�TANT PRE��URE UVATER N1AIfVLIfVE PI PING� TO BE IN�TALLED A� REQUIRED BY
��I N1UNI�IPAL RE�ULATION�_
q Hesperaloe pan+iflora Red Yucca �gal_ Low 4_ VANDAL-PREVE�ITION hAEA�URE� �HALL BE IN�TALLED TO hAININII�E LII{ELIHOOD OF
Pinu� canariensis �anary Island Pine �4" Box Nloderate TAA+IPERIfV�_
5_ THE E�TIMATED TOTAL WATER U�E {ETWU} ALLOWED FOR THE LAND��APE �HALL NOT
' Leucvph�+llurn candidum �Thunder�Ioud' TM Thunder�loud Texas �age �gal_ Low E��EED THE MAXINIUM APPLIEQ WATER ALLOWAN�E (N1AWA)_ - - ����=�.� ..
B_ IRRIC�ATION WILL BE �EPARATED INTO�ONE� BA�EQ ON THE WATER rVEE��AND � - ��t_ .
LO�ATION OF PLAfVT MATERIAL WITHIN EA�H �OrVE, - _�� �
Pistacia chinensis �hine�e Pi�ta�he ��" Box A+lodera#e 7_ ABOVE-�ROUND IRRI�ATION EQUIPMENT WILL BE ADEQUATELY��REENE� WHEN VI�IBLE 4 ����
Leucvphp��urn laeviga#um �hihuahuan �age �gal_ Low - --
. FROM THE PUBLI� AND �ONIMON OPEfV �PA�E�,
Prasapis glandulosa Honey Mesquite 15 gal, Law Nolina microcarpa �acahuista �gal_ Low
.
•r
op�nt�a t�as��ar�s �eavefta�� �f�c��ypea� ��a�_ ve�y �vw �ITY �F PAL11�1 DE�ERT N�TE�
C�uercus agr'rfolia �oast Live O�k 24" Box Moderate PN�6
#� Pennisetum setaceum 'Rubrum' Purple Fountain �rass �gal_ Low 1_ PLANT�ELE�TIDN� AfVD MAINTENAN�E T� ��NF�RM TO �ITY �F PALhA �E�ERT
LAND��APE hAAINTENAN�E �UIDE -�0�5 EDITIDN,
�_ LAND��APE DE�I�N �NALL BE �N ��f�PLIAN�E +�fITH THE PRIfV��PALS AfVD �UI�EUNE� �F BENCH SEATI NG
�ophor� seeundiflora Texas Mauntain Laurel �4" Box Low TNE �ITY OF PALM DE�ERT LAND��APE DE�IC�N MANUAL_ 6
.
�enna ar#err�isioides 3ilver �enna �ga�_ Low
Tipuana #ipu Tipu Tree ��" Box A+lodera#e �immondsia chinensis Jojoba �gal_ Low
Tecorr�a s#ans Yel�vw Beus �ga�_ Modera#e
1Nashing#ania robus#a hAexi�an Fan Palrr� 18` BTH Nloderate , -
� � '�� ��-� � - -� �
r Yucca rigida Mexican Blue Yucca �gal_ Low � � �'�,
. - _ �
C�ROUND �01�ER� B�TANI�AL NAN1E ��MN10N NAME �I�E WU�OL�
. �
. Antigonon leptopus �oral Vine 1 gal_ Low `4
�' � 1
� .�, . '•` ' " -
:��.•.-•;�,-'.'�':':'-' . �allistemon viminalis 'Lii#le John' Li#tle John Weeping Botklebrush 7 gal_ Madera#e
�
TYPICAL
�, �
LANDSCAPE ��rissa gr�nditiora Natal Plum 1 gal, Moderat� • - - � =. � � �-~ � �1
AREA � � ' y '
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�anvolvulus�nearum Bush Morning G�lary 7 gal_ Low � �
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La #a a ca a a Lan#ana 1 ga ode a#e � . ��r
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AREA � '
L�nt�na montevidensis Trailing L�rrt�n� 1 gal_ Mader�te ��
'_.' • , � :. . - ', M}roporum parvif�lium Trailing h�yoporum 1 gal, Moderate ,l� � ' �2�-0° �2�-0��
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Partheno�issus x 'Ha�ienda �ree�er" Ha�ienda �reeper 1 gal_ Maderate
4 x 4 PICKETTS
R�smarinus�ffiCinalis 'Prostratus' DwarF Ro9emary 1 gal_ ModerBte 6 x 6 WOOD POST
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Wede��a#r��v�a#a �reeping �xeye 7 ga�_ Modera#e � �� q..� ° � -
0
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��nodon dactylan 'Tifgreen 328' Turf - High �� �
TURF AREA � � '��" ��'` .�:��' �
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� 949.612.5191 _ PLANT LEGEND NOTES & SITE FURNISHINGS .
CANYO N www,can on arkstudio.com ■ ■ �
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, � IRON FENCE(TYP.J �., Im I I
p�Q���D � �� I � � n 7�4� RET. WALL wALL(TYP.J �E�EN NDSCAPE n� I III I PRELIMINARY EARTHWORK
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PLAN� PRELIMINARY GRADING AND DRAINAGE PLAN °
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�0 R�� EXHIBIT DATE� FEBRUARY 12 2021 �
DESIGN BY �
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PALM D ES E RT APARTM E NTS ' ' ' ' '
PALM DESERT CA.
� UNIT TYPE UNIT TOTALS CLIENT PARKING STALLS REQUIRED
RATIO
1 B E D 126 1 .00 126
2 B E D 72 2.00 144
A 270 UNIT PROJECT CONSISTING OF FOURTEEN 3BED 72 2.00 144
2- AN D 3-STORY TYPE V-A RESI DENTIAL BU I LDI NGS RESIDENTIAL STALLS REQUIRED 414
NON-RESIDENTIAL SF 1 STALL / 1 OOOS.F. �
WITH ON-GRADE PARKI NG . LEASING 744 0.744
REQUIRED STALLS (INC. GUEST, ACCESSIBLE, EVCS) 415
GROSS LAND AREA: 1 1 .94 ACRES
TOTAL U N ITS: 270 U N ITS PROVIDED STALLS (INC. GUEST, ACCESSIBLE, EVCS) 415
DENSITY: 22.6 DU/AC
BIKE PARKING PROVIDED (5% OF VEHICLE PARKING) 21
� � • � • � �
EXISTING: PLANNED RESIDENTIAL ZONE (PR)
PROPOSED: PLANNED RESIDENTIAL ZONE (PR)
CRITERIA ALLOWED PROPOSED
DENSITY 4 - 40 DU/AC 22.6 DU/AC
LOT COVERAGE 50� 22�
MAX. BLDG. HGT. 40' 37'
MAX. STORIES 3 3
♦ �
UNIT TOTALS FOR ENTIRE SITE
UNIT TYPE UNIT UNIT NET UNIT NET SQ. FT. UNIT TYPE UNIT TYPE
SQ. FT. TOTALS TOTALS TOTALS �
1 BED Al 577 126 72,702 126 47%
2 BED B 1 755 58 43,790 72 27%
B2 761 14 10,654
3 BED C 1 1 ,034 72 74,448 72 27%
TOTALS 201,594 270 100%
� � � � � �
LOCATIONS TOTAL SQ.
FT.
LEASING LOBBY/CLUB HOUSE 2,744
FITNESS 1 ,348
POOL DECK 9,175
TOT LOT 1 ,475
LANDSCAPE & RETENTION AREAS 188,292
TOTAL COMMON OPEN SPACE PROVIDED 203,034
TOTAL PRIVATE OPEN SPACE PROVIDED 19,102
TOTAL OPEN SPACE PROVIDED 222,136
TOTAL OPEN SPACE PER UNIT 823
PROJECT INFORMATION _
.
DATE: 02-18-21
P A L M D ES E R T, C A J O B N O.: 2020-383
,
THE PACIFIC COMPANIES AO ARCHITECTS
,r�� `
Architecture.
� 430 EAST STATE ST., S U ITE 100, EAG LE, I D 83616 144 N O RTH O RAN G E ST., O RAN G E, CA 92866 Design.
(208) 461 -0022 714 639-9860 � �`�G������! �����_
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46'-4" 11 '-6" 12'-0" 23'-0" 12'-0" 11'-6"
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176'-0" 128'-8" 1 16'-4"
35'-0" 12'-2" 23'-0" � 24'-4" 23'-0" 12'-0" 46'-6" 47'-2" 23'-0" 12'-0" 46'-6" 46'-4" 11 '-6" 12'-0" 23'-0" 12'-0" 11'-6"
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ROOF ROOF LEVEL 3
176'-0" 128'-8" 1 16'-4"
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LEVEL 2 LEVEL 2 LEVEL 2
176'-0" 128'-8" 1 16'-4"
35'-0" 12'-2" 23'-0" 24'-4" 23'-0" 12'-0" 46'-6" 47'-2" 23'-0" 12'-0" 46'-6" 46'-4" 11 '-6" 12'-0" 23'-0" 12'-0" 11'-6"
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BUILDING TYPE A GROUND FLOOR BUILDING TYPE B GROUND FLOOR BUILDING TYPE C GROUND FLOOR
BUILDING N0. 1 BUILDING N0. 2,3,6 BUILDING N0. 4,5,7,8, 11 , 12, 13, 14
2 STORY 2 STORY 3 STORY (N0. 14 = 2 STORY) _
.
24 UNITS 16 UNITS 21 UNITS (N0. 14 = 14 UNITS)
0 10' 20' 40' 60'
���=20�-0�� DATE: 02-18-21
P A L M D ES E R T, C A J O B N O.: 2020-383
,
THE PACIFIC COMPANIES AO ARCHITECTS
,r�� `
Architecture.
� 430 EAST STATE ST., S U ITE 100, EAG LE, I D 83616 144 N O RTH O RAN G E ST., O RAN G E, CA 92866 Design.
(208) 461 -0022 714 639-9860 � �`�G������! �����_
� )
35'-0" �1 1 '-6"�12'=0"� 23'-0° � 58'-6"
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2 STO RY 3 STO RY _
.
24 U N I TS 24 U N I TS
0 10' 20' 40' 60'
���=20�-0�� DATE: 02-18-21
P A L M D ES E R T, C A J O B N O.: 2020-383
,
THE PACIFIC COMPANIES AO ARCHITECTS
,r�� `
Architecture.
� 430 EAST STATE ST., S U ITE 100, EAG LE, I D 83616 144 N O RTH O RAN G E ST., O RAN G E, CA 92866 Design.
(208) 461 -0022 714 639-9860 � �`�G������! �����_
� )
23'-8" 35'-0" 35'-0"
,
35,_Q„ � ❑
PATI O/BALCONY PATI O/BALCONY �
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11'-2"X 6'-6" 11'-0"X 6'-6" 10'-10"X 6'-6" BEDROOM 1 �
� �_p��X 9�_p„
❑ ❑ ❑ ❑ ❑ LIVI G/DI W ❑
11'- '-0"
� � � PATI O/BALCONY � �
10'-10"X 5'-10" W.I.C.
11�_ IVW g B DROOM 1 � � BEDROO 2 11 IVING 6 B DROOM 1 � 11 IVING 6 B DROOM 1 � � BEDROO 3
11'0"X 11'-0' 11'-0"X 11'-0" 11'0"X 11'-0' 11'0"X 11'-0" 11'-0"X 11-0"
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P. � L. p � L. p � L. � STOR. P. �
0 _ 0 _ 0 0 - -
UNIT A1 UNIT B1 UNIT B2 UNIT C1
AFFORDABLE 1 BED- 1 BATH AFFORDABLE 2 BED- 1 BATH AFFORDABLE 2 BED- 1 BATH AFFORDABLE 3 BED-2 BATH
UNIT AREA: 577 SQ. FT. UNIT AREA: 755 SQ. FT. UNIT AREA: 761 SQ. FT. UNIT AREA: 1034 SQ. FT.
PATIO/BALCONY:73 SQ. FT. PATIO/BALCONY:71 SQ. FT. PATIO/BALCONY:63 SQ. FT. PATIO/BALCONY:70 SQ. FT.
U N IT FLOOR PLANS _
.
0 4' 8' 16' 24'
�i8��=��-o�� DATE: 02-18-21
P A L M D ES E R T, C A J O B N O.: 2020-383
,
THE PACIFIC COMPANIES AO ARCHITECTS
,r�� `
Architecture.
� 430 EAST STATE ST., S U ITE 100, EAG LE, I D 83616 144 N O RTH O RAN G E ST., O RAN G E, CA 92866 Design.
(208) 461 -0022 714 639-9860 � �`�G������! �����_
� )
PL PL
BUILDING 4
BUILDING 5 B ILDIN
UNIT3 UNIT3 U G6
UNIT3 UNIT3 UNIT3 UNIT3
UNIT2 UNIT2
UNIT2 UNIT2 UNIT2 UNIT2
UNIT 1 UNIT 1 REMBRANDT PKWY
UNIT 1 UNIT 1 UNIT 1 UNIT 1 EXTENSION
SITE SECTION
.
0 10' 20' 40' 60'
���=20�-0�� DATE: 02-18-21
P A L M D ES E R T, C A J O B N O.: 2020-383
,
THE PACIFIC COMPANIES AO ARCHITECTS
,r�� `
Architecture.
� 430 EAST STATE ST., S U ITE 100, EAG LE, I D 83616 144 N O RTH O RAN G E ST., O RAN G E, CA 92866 Design.
(208) 461 -0022 714 639-9860 � �`�G������! �����_
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Stucco - 16/20 finish Tile - Tan Tile - Rose Tile - Gray Tile - Turquoise Windows - Vinyl Railing - Metal Screen Storefront - Aluminum
1 2 (to be specified) 3 (to be specified) 4 (to be specified) 5 (to be specified) 6 Iron Ore (or similar) 7 Iron Ore (or similar) 8 Iron Ore (or similar)
(on Building 9 only)
COLOR & MATERIAL BOARD -
.
DATE: 02- 18-21
PALM DESERT, CA JOB NO.: 2020-383 ?��
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THE PACIFIC COMPANIES A� ARCHITECTS �� �
Architecture.
` 430 EAST STATE ST., S U ITE 100, EAG LE, I D 83616 144 N O RTH O RAN G E ST. , O RAN G E, CA 92866 Design.
(208) 461 -0022 714 639-9860 �'�����„�'�'���! '����_
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����� CITY OF PALM DESERT
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COMMUNITY DEVELOPMENT DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Kevin Swartz, Associate Planner
Date: March 23, 2021
Subject: PP 20-0010/TPM 38033— Desert Luxury Apartments
Project Summary
On February 23, 2021, the Commission provided architectural comments to the applicant.
The applicant has modified the proposed architecture based on comments and direction. The
applicant is proposing a 48-unit condominium project on four acres at the southwest corner
of Portola Avenue and Gerald Ford Drive. The project would be developed in two phases,
with Phase One consisting of 24 units on two acres. The project is in the initial review stages,
which includes a change of zone to allow up to 12 units per acre, a General Plan Amendment,
a Precise Plan, a Tentative Parcel Map, and a Mitigated Negative Declaration for
environmental purposes.
Staff Recommendation
In reviewing the architectural design, staff believes the applicant is heading in the right
direction and is seeking additional design comments and guidance from the Architectural
Review Commission.
Attachment: 1. Project Plans Submitted by Applicant.
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LOT COVERAGE SEWER & WATER SERVICE PROPERTY OWNER SCOPE OF WORK ARCHITECTURAL xs � �
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TOTAL COVERED AREA: 35,149 S.F. COACHELLA VALLEY WATER DISTRICT DESERT LUXURY APARTMENTS LLC. T-1 TITLE SHEET M
DEVELOPMENT OF 6 IDENTICAL BUILDINGS/24 UNITS ATARTMENT CONDOMIUM OVER W —
TOTAL LOT AREA: 87,120 S.F. ADDRESS: HOVLEY LN.AND WATER WAY, PALM DESERT CA 82260 ADDRESS: 2755 S. NELLIS BLVD., SUITE#10, LAS VAGES NV 89121 � U �
MAX. LOT COVERAGE: 50% TEL: (760)-398-2651 TEL: (702)-641-2400 A 2 A C P A R C E L L O C A T E D A T S O U T H W E S T C O R N E R O F G E R A L D F O R D D R. & T-2 GENERAL NOTES � � � � J
LOT COVERAGE: 40.35% EMAIL: QUALITYCHOICECONSTRUCTION@GMAIL.COM SHEPHERD LN., PALM DESERT, CA. Q W
DEVELOPMENT INCLUDES AS FOLLOWING:
SP-1 MASTER SITE PLAN � O � w m
FLOOR AREA RATIO G A S A R C H I T E C T U R A L z Q o p �
SP-2 ENLARGED SITE PLAN & PARKING PLAN w
CHANGE EXISTING ZONING (PR-5)TO NEW ZOING (PR-12) O Q �
SOUTHERN CALIFORNIA GAS COMPANY CIRCA DOMINI INTERNATIONAL, LLC. � Q � J Z
TOTAL FLOOR AREA: 45,833 S.F. • 6 BUILDINGS/24 UNITS APARTMENT CONDOMIUM
ADDRESS: 45-123 TOWN ST., INDIO CA 92201 CONTACT: DAVID KANG SP-3 AREA PLAN �/� W Q �
TOTAL LOT AREA: 87,120 S.F. TEL: (800)427-2200 ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 : POOL HOUSE ACCESSORY STRUCTURE �JJ U C� � O
FLOOR AREA RATIO: 0.526 TEL: (949) 336-6636 . SWIMMING POOL AND SPA SP-4 LOT PLAN
COMMUNITY LANDSCAPE
LANDSCAPE PERCENTAGE WASTE DISPOSAL CIVIL • DETENTION POND SP-5 SITE SECTIONS
TOTAL LANDSCAPE AREA: 19,625 S.F. BURRTEC WASTE & RECYCLING SERVICES PEARL CITY ENGINEERING, �Nc. CODE INFORMATION SP-6 COLORED SITE ELEVATIONS
TOTAL LOT AREA: 87,120 S.F. ADDRESS: 41-575 ECLECTIC, PALM DESERT CA 92260 CONTACT: YANG HU
LANDSCAPE PERCENTAGE: 22.53% TEL: (760) 340-2113 ADDRESS: 1411 RIMPAU AVE STE 109, CORONA CA 92579 BUILDING CODE: 2019 CALIFORNIA BUILDING CODE A-1 BUILDING FIRST FLOOR PLAN
TEL: (714)606-3655 MECHANICAL CODE: 2019 CALIFORNIA MECHANICAL CODE
PLUMBING CODE: 2019 CALIFORNIA PLUMBING CODE A-2 BUILDING SECOND FLOOR PLAN
PARKING SPACE CALCULATION TELEPHONE/ INTERNET STRUCTURAL ELECTRICAL CODE: 2019 CALIFORNIA ELECTRICAL CODE Z
FIRE CODE: 2019 CALIFORNIA FIRE CODE A-3.1 BUILDING ELEVATIONS Q
TOTAL VISITOR PARKING PROVIDED: 7 FRONTIER COMMUNICATIONS TBA ENERGY CODE: 2019 CALIFORNIA ENERGY CODE �
TOTAL ACCESSIBLE VISITOR PARKING PROVIDED: 1
ADDRESS: 73-766 PALM DESERT DR., PALM DESERT CA 92260 CONTACT: A-3.2 COLORED BUILDING ELEVATIONS &3D VIEWS �
TEL: (877) 775-6373 ADDRESS:
PROJECT INFORMATION a-4 BUILDING ROOF PLAN �
TEL:
ASSESSOR'S PARCEL: 693-300-003 A-5 BUILDING SECTIONS
CABLE TV/ INTERNET MECHANICAL LOT SIZE: 2 AC
ZONING: PR-5(EXISTING), PR-12 (PROPOSED) A-6 BUILDING AREA PLAN
SPECTRUM CIRCA DOMINI INTERNATIONAL, LLC. OCCUPANCY GROUP: R-3
ADDRESS: 41-725 COOK ST., P.O. BOX 368, PALM DESERT CA 92201 CONTACT: DAVID KANG CONSTRUCTION TYPE: V-B A-7 POOL HOUSE FLOOR PLAN, ROOF PLAN,AREA PLAN, ELEVATIONS &
TEL: (888)892-2253 ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 FIRE SPRINKLER: YES/NFPA 13D SECTIONS aa aa
TEL: (949) 336-6636
PLUMBING DEVELOPMENT STANDARDS A-s COLORED POOL HOUSE ELEVATIONS & 3D VIEWS �__
CIRCA DOMINI INTERNATIONAL, LLC. DENSITY: 4-40 CIVIL
CONTACT: DAVID KANG MAX. LOT COVERAGE: 50%
ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 MAX. HEIGHT: 40' C-1 PRELIMNARY GRADING PLAN
TEL: (949) 336-6636 MAX. STORIES: 3
C-2 PRELIMNARY GRADING PLAN
ELECTRICAL
CIRCA DOMINI INTERNATIONAL, LLC.
VICINITY MAP C-3 PRELIMNARY GRADING PLAN
CONTACT: DAVID KANG C-4 TENTATIVE PARCEL MAP
ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618
TEL: (949) 336-6636 DAT ��B
LANDSCAPE ��� �_ � � ELECTRICAL 11/01/20 -
�� � ; E-1 SITE PHOTOMETRIC PLAN DRAWN
HELIOS LANDSCAPE
CONTACT: KRISTEN WHTEHEAD ��� -
ADDRESS: - ��.,, LANDSCAPE
TEL: (303)-746-3560 �
EMAIL: KRISTEN@HELIOSLANDSCAPES.COM '"":'"''»n'`"'0 L-1 LANDSCAPE PLAN SOUTH
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SOIL ���cesordDr GivalJFoidO� �\'`�.��___-� L-2 LANDSCAPE PLAN NORTH
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TERRADYNE ENGINEERING, INC. L-3 PLANT SCHEDULE TITLE SHEET
CONTACT: KURT BROWN : '�-
PROJECT `- ���
ADDRESS: 2691 DOW AVE. STE F, TUSTIN CA 92780 � � L-4 PLANT DETAILS
TEL: (657)-212-2800 LOCATION '
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GENERALCONTRACTOR
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CONTACT:
aooREss: DRAW I NG
TEL:
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GERERAL NOTES
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DIVISION 1-GENERAL DIVISION 5- METALS DIVISION 11 - EQUIPMENT ,_; }.�'.,
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1. ALL CONSTRUCTION INCLUDING WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE RE UIREMENTS OF THE CURRENT EDITIONS OF 1. ALL OPENINGS IN EXTERIOR WALLS TO HAVE MINIMUM 24 GA. GALVANIZED SHEET METAL FLASHING OR OTHER APPROVED WEATHERPROOFING 1. CABINET WORK MANUFACTURER/CONTRACTOR SHALL VERIFY WITH GENERAL CONTRACTOR ALL APPLIANCES ETC. THAT ARE INTEGRAL
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NATIONAL, STATE AND LOCAL CODES, AND ANY OTHER WORK, INCLUDING THE "THE STATE OF C�ALIFORNIA DIVISION OF INDUSTRIAL ALL AROUND. WITH THE CABINET WORK OR THAT DEPEND UPON PROPER CABINET WORK DESIGN TO INSURE THEIR NORMAL OPERATION. CABINET WORK •� � �
SAFETY".ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING GENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL, PLUMBING OR MANUFACTURERS/CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF APPLIANCES AND CABINET WORK WITH GENERAL CONTRACTOR PRIOR � ,
RELATED WORK SHALL COMPLY WITH APPLICABLE SECTIONS OF THE CODES THAT HAVE JURISDICTION. 2. ALL VENTS THROUGH EXTERIOR WALLS TO HAVE A MAXIMUM 1/4" GALVANIZED HARDWARE CLOTH COVERING. TO FABRICATION OR INSTALLATION TO INSURE THAT ALL ITEMS FIT PROPERLY AND MANUFACTURER/CONTRACTOR SHALL NOTIFY THE $.�., � U
ARCHITECT OF ANY CHANGES REQUIRED IN THE CABINET WORK DESIGN PRIOR TO FABRICATION OR INSTALLATION OF CABINETS. �
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2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR THE 3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL"METAL, STRUCTURAL STEEL AND WELDING NOTES". � � �
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ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL 2. ELEMENTS OF APPLIANCES IN GARAGES WHICH CREATE A GLOW, SPARK OR FLAME WITHIN 18" OF GARAGE FLOOR SHALL BE LOCATED ON AN ~ � ""
WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. DIVISION 6-WOOD & PLASTICS 18" HIGH (ABOVE GARAGE FINISH FLOOR)WOOD PLATFORM. � � �,
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER TRADES AND THEIR WORK TO 1. ALL FRAMING MEMBERS SHALL BE GRADE MARKED,AND CONFORM TO THE PROVISION OF CHAPTER 23, C.B.C. DIVISION 12- FURNISHINGS � � o �
E N S U R E C O M P L I A N C E O F D R A W I N G S A N D S P E C I F I C A T I O N S.A L S O, H E S H A L L V E R I F Y S I Z E S A N D L O C A T I O N S O F A L L O P E N I N G S F O R
MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT WITH THESE SUBCONTRACTORS, AS WELL AS SHOP DRAWINGS AS APPROVED BY 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY WHICH IS IN DIRECT CONTACT WITH EARTH SHALL BE FOUNDATION GRADE REDWOOD 1. NOT USED Q ,� � �
ARCHITECT, BEFORE PROCEEDING WITH THE WORK. OR PRESSURE TREATED DOUGLAS FIR. v � � �
DIVISION 13-SPECIAL INSPECTION � � � m
4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING, COVERING, FIRE PREVENTION AND OTHER 3. FIRE AND DRAFT STOPS U p.., ,� �
EQUIPMENT TO PROTECT THE SAFETY OF ALL PERSONS AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF THE CONSTRUCTION FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND SHALL FORM AN 1. EPDXY USED FOR EMBEDMENT TO BE PERFORMED BY A CERTIFIED DEPUTY SPECIAL INSPECTION APPROVED BY THE LOCAL BUILDING � a �
CONTRACT. EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND ROOF SPACE IT SHALL BE USED IN SPECIFIC LOCATIONS AS DEPARTMENT � °� �
FOLLOWS: ��
5. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUPERVISE ALL CUTTING AND PATCHING OF FINISHED WORK ALREADY A. IN EXTERIOR OR INTERIOR STUD WALLS, OR CEILINGS AND FLOOR LEVELS. DIVISION 14-CONVEYING SYSTEMS n � p o
INSTALLED IF MADE NECESSARY BY ERRORS, CHANGES OR OTHER REASON AND ALL REPLACEMENT WORK SHALL MATCH ADJOINING B. IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DIMENSION OF ANY I�1 � � a
S U R F A C E. C O N C E A L E D S P A C E S I S N O T O V E R 1 0 F E E T. 1. N O T U S E D r 1 O �
C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIR AND JOINING � a � �
6. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTINUOUS CLEANING UP OF THE JOB SITE, INCLUDING ALL DEBRIS WHETHER STUD WALLS AND PARTITIONS DIVISION 15- MECHANICAL
MADE BY HIS WORK OR THE WORK OF HIS SUBCONTRACTORS, AND INSURE SAFETY OF ALL PERSONS AND PROPERTY DURING THE EXECUTION D. AROUND TOP BOTTOM, SIDES AND ENDS OF SLIDING DOOR POCKETS.
OF WORK. E. IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NONCOMBUSTIBLE MATERIALS SHALL BE PLACED IN 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE UNIFORM ECHANICAL CODE AND ANY OTHER GOVERNING
NONCOMBUSTIBLE SUPPORTS, OR METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING MAY BE USED. MECHANICAL CODES.
7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN APPROVAL BY THE BUILDING INSPECTOR FOR ALL CONCEALED
WORK BEFORE CLOSING UP. 4. DRAFT STOPS, IN WOOD FRAME FLOOR CONSTRUCTION WHERE SUSPENDED CEILINGS OCCUR, THE SPACE BETWEEN THE CEILING AND THE 2. BATHROOM EXHAUST FANS SHALL PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. ALL RETURN AIR DUCTS SHALL BE OF INCOMBUSTIBLE
FLOOR ABOVE SHALL BE DIVIDED INTO AREAS NOT EXCEEDING 1,000 SQ, FT. IN A MANNER REQUIRED FOR PARTITIONING ATTIC SPACE IN C.B.C. CONSTRUCTION.
8. APPROVAL BY THE INSPECTORS DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN SECTION 1505.2.
THAT IS UNCLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHITECT OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. 3. FOR GAS FIRED FORCED AIR UNITS:
5. WHERE WOOD FRAME WALLS AND PARTITIONS ARE COVERED ON THE INTERIOR WITH PLASTER, TILE OR SIMILAR MATERIAL AND ARE SUBJECT A. PROVIDE 100 SQUARE INCHES OF OUTSIDE COMBUSTION AIR VENT THROUGH ROOF AND DUCT IN ATTIC FOR F.A.U. SIZE OF 100 B.T.U.
9. CONSTRUCTION MATERIAL STORED ON THE JOB SITE SHALL BE SPREAD TO DISTRIBUTE LOADING. LOAD SHALL TO MOISTURE. THE FRAMING SHALL BE PROTECTED WITH AN APPROVED WATERPROOF PAPER CONFORMING TO SECTION 1402.1 OF THE C.B.C. OR UNDER.
B. PROVIDE 1 SQ. IN. OF OUTSIDE COMBUSTION AIR FROM VENT THROUGH ROOF AND CUT IN ATTIC FOR EACH 1,000 B.T.U. FOR F.A.U.
10. NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 6. REFER TO THE STRUCTURAL DRAWINGS FOR"WOOD" NOTES. SIZES OVER 100 M B.T.U.
11. THE DESIGN,ADEQUACY, AND SAFETY OF CONSTRUCTION BRACING AND TEMPORARY SHORING IS THE SOLE RESPONSIBILITY OF THE DIVISION 7-THERMAL AND MOISTURE PROTECTION 4. PROVIDE MINIMUM OF 48 SQ. IN. OF EXHAUST VENT ABOVE ALL RANGES.
GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION OF
THE JOB WHICH INCLUDES THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS, VISITS TO THE 1. PROVIDE INSULATION AS NOTED AND SHOWN ON DRAWINGS. 5. DUCTS PENETRATING ONE-HOUR FIRE RATED WALLS BETWEEN LIVING UNIT AND GARAGE SHALL BE OF 26 GA. GALVANIZED STEEL.
JOB SITE BY THE ENGINEER OR HIS AGENT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEM AS TO ADEQUACY UNLESS SUPPORTED BY A �
LETTER SO STATING. 2. ALL INSULATION SHALL MEET MINIMUM ENERGY INSULATION STANDARDS AS ESTABLISHED BY THE CALIFORNIA ADMINISTRATIVE CODE. 6. ALL VENTS THROUGH ROOF ASSEMBLY SHALL BE LOCATED TOWARD THE REAR OF ROOF HIGH POINT WHERE POSSIBLE. �
12. IN THE EVENT OF OMISSIONS, DISCREPANCIES, OR AMBIGUITIES ARE FOUND IN THE SPECIFICATIONS OR DRAWINGS, OR SHOULD THERE BE 3. THE INSULATION INSTALLER SHALL POST A SIGN CERTIFICATE, IN A CONSPICUOUS PLACE IN THE BUILDING, STATING THE INSULATION COMPLIES 7. WHERE A PARTITION CONTAINING PLUMBING, HEATING, ELECTRICAL OR OTHER SYSTEMS RUNS PARALLEL TO THE FLOOR JOISTS, PROVIDE
DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED IN ORDER TO PROVIDE A WRITTEN CLARIFICATION. WITH TITLE 24, CHAPTER 25.3 AND TITLE 20, CHAPTER 2, SUBCHAPTER 4, ARTICLE 3. DOUBLE JOISTS SPACED AND BRIDGED TO PERMIT THE PASSAGE OF SUCH SYSTEMS.WHERE SYSTEMS ARE PARTIALLY OR WHOLLY WITHIN �
THE PARTITION AND REQUIRE ANY CUTTING OF THE SOLE OR TOP PLATES, PROVIDE A METAL TIE 1/8"THICK BY 1 1/2"WIDE, FASTENED TO THE �
13. TRADE NAMES AND/OR MANUFACTURES NAMES REFERRED ARE FOR QUALITY STANDARDS ONLY, EQUAL PRODUCTS ARE PERMITTED IF 4. STORAGE TYPE WATER HEATERS TO BE WRAPPED WITH INSULATION BLANKET(R-12 MINIMUM OR FACTORY INSTALLED INSULATION PLUS PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 4-1/6 D NAILS. (REF. 2320.11.7)
APPROVED BY THE ARCHITECT AND/OR OWNER. ADDITIONAL TO TOTAL R-16). PROVIDE INSULATION WRAPPING ON FIRST FIVE FEET OF PIPING IN UNCONDITIONED SPACE, (R-3) �
8. DUCTS FOR EXHAUST FANS, RANGE HOODS, HEAT OR AIR CONDITIONING SUPPLY, ETC. THAT PENETRATE FLOOR CONSTRUCTION ABOVE �
14. SPECIFICATIONS SHEETS ARE PART OF THESE DOCUMENTS.ALL ADDENDA, BULLETINS AND NOTICES ISSUED LATER SHALL BE CONSIDERED AS 5. ALL SWINGING DOORS AND WINDOWS LEADING TO UNCONDITIONED AREAS SHALL BE FULLY WEATHER-STRIPPED SHALL BE OF MINIMUM 26 GA. GALVANIZED SHEET METAL IN LIEU OF SHEET METAL DUCT, PROVIDE A ONE-HOUR RESISTIVE SHAFT. �
PART OF THE WORK.
6. FOR INFILTRATION CONTROL, ALL OPENINGS AND PENETRATIONS MUST BE CAULKED AND SEALED, SUCH AS AROUND WINDOWS, AT SOLE 9. DUCTS EXHAUSTING AIR TO HAVE BACK-DRAFT OR AUTOMATIC DAMPERS. r1
15. THE DESIGNER SHALL IN NO WAY BE RESPONSIBLE FOR HOW THE FIELD WORK IS PERFORMED, SAFETY IN, ON OR ABOUT THE JOB SITE, PLATES AND OPENINGS FOR UTILITY PIPES AND WIRES. �•L
METHODS OR PERFORMANCE OR TIMELINESS IN THE PERFORMANCE OF THE WORK. 10. HEATING OR COOLING SYSTEMS (EXCEPT HEAT-PUMPS)SHALL HAVE AN AUTOMATIC THERMOSTAT WITH MECHANISM WHICH CAN BE Q :
7. ALL EXTERIOR OPENINGS SHALL BE FLASHED WITH "JIFFY-SEAL" BY"PROTECTOR WRAP COMPANY". "JIFFY-SEAL" SHALL EXTEND A MINIMUM OF MANUALLY PROGRAMMED TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24 HOURS. -
16. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS ON FLOOR PLANS ARE 6" BEYOND OPENING. � J Z
TO FACE OF MASONRY, CENTERLINE OF COLUMN AND/OR DEMISING PARTITIONS AND FACE OF STUDS, UNLESS OTHERWISE NOTED OR 11. ALL DUCTS SHALL COMPLY WITH CHAPTER 10 C.B.C. AND SHALL BE TIGHTLY SEALED WITH MASTIC OR TAPE. � � ?
DETAILED. DIMENSIONS ON LARGER SCALES DRAWINGS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE 8. FLASHING SHALL BE INSTALLED AS DETAILED IN ACCORDANCE WITH CURRENT SPECIFICATIONS FOR THE TYPE OF FLASHING REQUIRED.ALL w �
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND SHALL VERIFY SAME IN THE FIELD. FLASHING, DOWNSPOUTS, ETC. TO BE MINIMUM 25 GA. GALVANIZED SHEET METAL UNLESS OTHERWISE NOTED. 12. ALL PLUMBING WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CALIFORNIA PLUMBING CODE AND ANY OTHER ADOPTED � 2� �
GOVERNING PLUMBING CODES.
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17. UPON COMPLETION OF PROJECT, GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH COMPLETE MARKED UP SET OF PRINTS 9. WATERPROOF MEMBRANE AT EXTERIOR WALLS BELOW GRADE TO BE "JIFF-SEAL". INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR � � a
INDICATING ACTUAL CONSTRUCTION METHODS USED WHICH DEVIATED FROM CONDITIONS REPRESENTED WITHIN THE CONSTRUCTION BELOW GRADE INSTALLATION. PROTECT ALL WATERPROOF MEMBRANES FROM PUNCTURE OR DAMAGE DURING CONSTRUCTION. PROVIDE 13. PROVIDE MINIMUM CLEARANCE OF 24" IN FRONT OF AND 30" IN WIDTH FOR WATER CLOSET COMPARTMENTS. (REF. 2904). I1/ � � N �
DOCUMENTS. PROTECTION BOARD OVER MEMBRANE ("J-DRAIN #302" BY JDR ENTERPRISES). �•L � � �
14. A WATER PRESSURE REGULATOR IS REQUIRED IF SERVING PRESSURE IS OVER 80 P.S. I. (REF 680 2 C.P.C.). Q 7 �
18. PLANS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW BY THE DESIGNER, OR OTHERS SUCH AS THE BUILDER, 10. ROOFING UNDERLAYMENT SHALL BE 2-LAYERS OF 40 LBS. ROOFING FELT. M L � U �
BUILDING INSPECTION DEPARTMENT, ETC. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO ISSUANCE OF 15. HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE. (REF. 603.1 C.P.C.) W �
THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO"BID SET" DESIGNATIONS. 11. PROVIDE A WEATHER-RESISTIVE BARRIER AT EXTERIOR WALL OF THE BUILDING AS PER CHAPTER 14. SECTION 1402.1 OF THE C.B.C. ("TYVECK"- � � � J
STUCCO WRAP AT AREAS TO RECEIVE STUCCO FINISH AND HOUSE WRAP AT OTHER AREAS)OR ARCHITECT APPROVED SUBSTITUTE. 16. ALL CIRCULATING HOT WATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED. Q J
19. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE PREVENTION BUREAU BEFORE THE BUILDING IS OCCUPIED. � O � � m
DIVISION 8- DOORS, WINDOWS &GLASS 17. ALL GAS FIRED HEATING AND COOLING APPLIANCES, SHOWERS AND FAUCETS SHALL COMPLY WITH ENERGY EFFICIENCY STANDARDS. � W
DIVISION 2-SITE WORK& UTILITIES z � J � w
1. ALL TEMPERED GLASS SHALL BE A MINIMUM OF 3/16"TEMPERED GLASS THROUGHOUT WITH LABEL AND ALL OTHER REQUIREMENTS PER 18. ALL RETURN AIR DUCTS SHALL BE OF INCOMBUSTIBLE CONSTRUCTION. � O � � Z
1. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12" BELOW THE SURFACE OF THE GROUND IN THE CHAPTER 24 OF THE C.B.C. �/�
AREA TO BE OCCUPIED BY THE BUILDING OR PROPOSED STRUCTURE, OR AS RECOMMENDED BY THE SOIL ENGINEER. 19. WATER HEATER TO HAVE WRAP OF R-13 2 EXTERNAL INSULATION. �JJ U U � O
2. SHOWER AND TUB ENCLOSURES AND DOORS FOR SAME LOCATIONS AS INDICATED ON FLOOR PLANS SHALL BE FULLY TEMPERED, LAMINATED
2. ALL WOOD FORMS WHICH HAVE BEEN USED IN PLACING CONCRETE, IF WITHIN THE GROUND OR BETWEEN THE FOUNDATION SILL AND THE SAFETY GLASS OR APPROVED PLASTIC. REF. CHAPTER 24 SECTION 2406. 20. WHERE WATER HEATER IS IN UNCONDITIONED SPACE, THE FIRST FIVE (5) FEET OF OUTLET PIPE TO HAVE R-13 INSULATION.
GROUND, SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE.
3. DOORS AND WINDOWS TO BE CERTIFIED AND LABELED AS COMPLYING WITH THE ENERGY REGULATIONS. 21. ALL F.A.U.AND WATER HEATERS TO BE ON CEO APPROVED LIST.
3. PLANTER BOXES INSTALLED ADJACENT TO A WOOD FRAME WALL SHALL COMPLY WITH C.B.C. SECTION 2306.2.
4. DOORS AND WINDOWS TO BE CERTIFIED AND LABELED AS MEETING ANSI OR NWMA STANDARDS FOR AIR INFILTRATION. 22. GAS FURNACE EFFICIENCY TO BE 71% MIN.
4. MIN. SOIL BEARING VALUE OF 1,000 P.S.F. SHALL BE USED FOR STRUCTURAL CALCULATIONS.
5. ALL DOORS INTO BEDROOMS OF BATHROOMS SHALL BE UNDERCUT 1/2"ABOVE FINISHED FLOOR FOR PROPER RETURN AIR FLOW. 23. WATER HEATER TO BE: INSTANT GAS TAKAGI T-K2
5. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS AND ANY OTHER
LINES NOT SHOWN ON THESE DRAWINGS. 6. DOORS AND WINDOWS, INCLUDING SKYLIGHTS, BETWEEN CONDITIONED AND UNCONDITIONED SPACE SHALL BE FULLY WEATHER-STRIPPED 24. SHOWER HEADS TO HAVE MAXIMUM 2.5 GPM FLOW. Z
6. SEPARATE PERMITS WILL BE REQUIRED FOR FENCES AND WALLS NOT INDICATED AS PART OF THESE DOCUMENTS. DIVISION 9- FINISHES 25. STATE, HEALTH &SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) FOR INTERIOR WATER-SUPPLY �
PIPING �
7. FINISH GRADES SHALL BE CONSTRUCTED SO THAT SURFACE WATERS WILL NOT POND WITHIN 10'-O" OF FOUNDATIONS OR EXTERIOR SLAB ON 1. ALL REGISTERS, GRILLS, VENTS, ETC. TO BE PAINTED TO MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE. �
GRADE. DIVISION 16- ELECTRICAL w
�
2. FLOOR COVERINGS OF CLOSETS, WARDROBES, ETC. SHALL MATCH COVERINGS OF ADJACENT ROOM UNLESS NOTED OTHERWISE.
DIVISION 3-CONCRETE 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ANY OTHER
3. GYPSUM BOARD AND STUCCO SHALL CONFORM TO CHAPTER 25 OF THE C.B.C. STUCCO SHALL BE APPLIED OVER"TYVECK" STUCCO WRAP OR GOVERNING ELECTRICAL CODE.
1. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I.AT 28 DAYS FROM INITIAL DATE OF POURING AND SHALL ALSO 3/8" RIBLATH OVER 15 LBS. FELT.
COMPLY WITH ALL REQUIREMENTS OF CHAPTER 19, VOLUME#2 OF THE C.B.C.AND THE C.B.C. STANDARDS. 2. THERMOSTATS AND WALL SWITCHES SHALL BE LOCATED AT 48"ABOVE FINISH FLOOR LEVEL(DIMENSION TAKEN TO BOTTOM OF FIXTURE.)
4. FINISHES SHALL CONFORM TO FLAME SPREAD CLASSIFICATION AS REQUIRED BY CHAPTER 8. PLASTIC MATERIAL SHALL CONFORM TO CHAPTER
2. THE BACKFILL SOIL AT PERIMETER FOOTINGS SHALL BE COMPACTED. 26. 3. TELEPHONE, T.V. AND ELECTRICAL CONVENIENCE OUTLETS SHALL BE SECURED TO A WALL STUD AND LOCATED AT 9"ABOVE FINISH FLOOR aa aa
LEVEL( DIMENSION TAKEN TO BOTTOM OF FIXTURE).
3. ALL PATIO SLABS AND STOOPS SHALL SLOPE AWAY FROM BUILDING(S)A MINIMUM 1/8" PER FOOT. 5. PROVIDE ONE-HOUR FIRE RATED 5/8"TYPE "X" GYPSUM BOARD ON GARAGE SIDE OF DWELLING/GARAGE COMMON WALL WITH ALL JOINTS
TAPED. RATED GYPSUM BOARD TO BE CONTINUOUS FROM FLOOR LINE TO ROOF SHEATHING. 4. CONVENIENCE OUTLETS SHOWN ON DRAWINGS AS BEING ABOVE AND ADJACENT COUNTER SURFACE SHALL BE INSTALLED A MINIMUM OF 8" '� -
4. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED IN POSITION AND INSPECTED PRIOR TO POURING CONCRETE BY THE LOCAL ABOVE THE ADJACENT COUNTERTOP. (DIMENSION TAKEN TO BOTTOM OF FIXTURE).
INSPECTOR OR BY SPECIAL INSPECTOR AS REQUIRED. 6. PAINT ALL AREAS, BOTH EXTERIOR AND INTERIOR.ALL COLORS AND STAINS SHALL BE SELECTED BY THE OWNER.
5. GENERAL LIGHTING IN KITCHENS MUST PROVIDE 25 LUMENS PER WATT.
5. REFER TO ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR ITEMS TO BE CAST INTO CONCRETE. DIVISION 10- SPECIALTIES
6. "UFER" GROUND TO BE PROVIDED.
6. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 1. PROVIDE 22"X30"ATTIC SCUTTLE TO ALL ATTIC AREAS THAT HAVE A MINIMUM CLEAR DIMENSION OF 30" BETWEEN TOP OF CEILING FRAMING
MEMBER AND BOTTOM OF ROOF FRAMING MEMBER.
7. BEFORE CONCRETE IS PLACED THE GENERAL CONTRACTOR SHALL COORDINATE AND CHECK WITH ALL TRADES TO ENSURE THE PROPER
PLACEMENT OF ALL OPENINGS, SLEEVES, INSERTS, CURBS, DEPRESSIONS, ETC. RELATING TO THE WORK AS SHOWN IN THE DRAWINGS,ANY 2. PROVIDE METAL CARPET EDGE STRIP AT LINE OF MATERIAL CHANGE FROM CARPET TO OTHER FLOOR FINISHES.
DISCREPANCY SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PLACING OF CONCRETE.
3. ALL FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR
8. SEE STRUCTURAL DRAWINGS FOR NOTES AND DETAILS. PRIOR TO INSTALLATION. DAT �OB
DIVISION 4- MASONRY 4. AT ALL WARDROBES PROVIDE MINIMUM (1)ONE 1 "X12"SHELF AT 6'-0"ABOVE FINISHED FLOOR AND (1)ONE 1 1/O3/2O -
5. 1 1/2" DIAMETER WOOD CLOTHES POLE AT 5'-10"ABOVE FINISHED FLOOR AND INSTALL 12"SHELF FROM FACE OF REAR WALL.
1. ALL MASONRY SHALL COMPLY WITH REQUIREMENTS OF CHAPTER 21, VOLUME#2 OF THE C.B.C. DRAWN
A. CONCRETE BLOCK UNITS TO BE IN ACCORDANCE WITH C.B.C. STANDARD 21-4. AUth01'
B. BRICK UNITS TO BE IN ACCORDANCE WITH C.B.C. STANDARD 21-4.
2. REFER TO STRUCTURAL DRAWINGS FOR MASONRY NOTES.
GERENAL NOTES
DRAWING
�
ALL METAL FASTENERS IN PRESSURE TREATED WOOD TO BE CORROSION RESISTANT HOT
DIPPED ZINC COATED, OR GALVANIZED.
KEYNOTE
1 POTENTIAL FUTURE BUILDING LOCATION
2 POTENTIAL FUTURE LANDSCAPE AREA U
3 POTENTIAL FUTURE DRIVEWAY � �
4 POTENTIAL FUTURE DETENTION POND ,_; �,
5 POTENTIAL FUTURE PARKING SPACES � •° �
6 POTENTIAL FUTURE SIDEWALK � �' �
.� � �
7 PROPOSED ACCESSIBLE PATH OF TRAVEL FROM � ' �
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09/29/20 -
� GERALD FORD DR. DRAWN
Author
MASTER SITE PLAN
� MASTER SITE PLAN
1" = 30'-0"
DRAWING
�
KEYNOTE
1 PROPOSED PROPERTY LINES, PER SP-2
2 PROPOSED CONDOMINUM BUILDING, SEE A-1 U
3 PROPOSED SWIMMING POOL AND SPA AREA � �
4 PROPOSED NATURAL STONE COMMUNITY SIGNAGE ,_; �,
5 PROPOSED LANDSCAPE AREA, PER LANDSCAPE PLAN o •° �
6 PROPOSED SUNKEN PUTTING GREEN & DETENTION POND , �, � o,
6" BELOW GROUND `� �
� 313' - 2" 7 PROPOSED BBQ PATIO, PER LANDSCAPE PLAN � � U
- 8 PROPOSED DETENTION POND, PER CIVIL PLAN & � � .�'
LANDSCAPE PLAN :� � ,�
-.-W-�-W��- W W W 4 W 4 W 9 PROPOSED ACCESSIBLE PARKING STRIP, MAX SLOPE OF
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DAT JOB
10/15/20 -
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T.O.TOW ER KEYNOTE
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T.O.R.P. 1 3":12" CLAY TILE ROOFING W/ HIDDEN GUTTER SYSTEM, MAC CLAY
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DAT JOB
10/27/20 -
DRAWN
Author
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PLAN & ROOM
SCHEDULE
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Construction I�E�EI�ENCE NOTES SChEDULE . , ; , . ;., � �: � � , . . : _. _ , _ , �
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SYMBOL DESCRIPTION SYMBOL DESCRIPTION (��' �, 1 _ ^ � ,r �' } �,`�,��� . �<, �;sx����x ,. ^ �' ,�. z` . ` _;,�,- These plans have been reviewed by the Coachella Valley Water District in
� �� �r • - �K- , ' ::�;� a� �=��ek'�"�r�it� ��'�• - � � .�. accordance with Califomia Government Code, Section 65591 et seq. �
� , � � �, , ti aS , ;�# �!�`�i, ;f �. ���Y
� `.� � " � ,�5 ;�'��t,;z�� ;�`r, 3" �t�„,5,}'� �`_ �� �'t`'' �" �� - ` ����`�z AT requiring ef�cient landscape and ircigation design in cooperation with the
GO I Know what's below. Call before you dig: I -800-227-2600 ID Artificial Turf I ,6 I 2 sf ����' ; , ,.., ,� t �.; �, ,; y �=r; ,: �� '� ' ; '� . , '�,' �;.`; '_ ��: � ��
Landsca�e contractor to bear all responsibility of landscape and - �' � ., r � > � '� �� , ',�/•�:�,-� ' .� _ � local governing agency(City or County).
.-� �Z 4,�� +f�4� � ��,�C� r'...: u+,�+� `'�., fs � - _:� 1�:s. _
irri ation installation 2 Decom osed Grarnte Pathwa 4" thick 'Desert Gold' decom osed 2,304 sf h` ' s� �
9 ❑ p Y� p , .. � s t,� , , . �� � �;,. . ' � -"s • t h C�
`t . � ` �'t� �� �X , ,.� - --r� ' Approvaf of this drawin�by CVWD staff does not constitute approval to K. W�.�I e ea
granite from Southwest Boulder atop weed fabric and compacted - � � � x;�, s ` ��-� �� ��.��, � , . z
�' _ -- �.x��; ,�,�� 1 P.,:",'s�'��';;-, '` „�'� _ � ,y encroacl�into district and USBR right-af way.Trees, lants,walls and ,- �., , � ,.
C-02 All plant material must have a drip irrigation installed. subgrade. Bound by roll-top galvanized steel edging, mill finish, with ��;," � �. ;��- ,�� , < <, �� ;a.,,,•._,,,� ' � , .,�.:, " � P I,�.�IioslarJs,,,��e�..c.�m Q
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� `,:�"`"' �' �`{ �"�� ���r��`y��" . J , � ' �'���' oI G� permanent structures of any kind may not be planted or installed iu CVW� 30�-746-356� J
r;f� � � L,� � f�. }: � �� . �, �� � �,� ��� s rR� �
�ms a minimum of every 4� � • °�' �` . _
K' �` ` ��`'rz ���'�Fx�� RIi�`+ `a r: ��„... �'' ,., '� � ' and USBR easeinents or Right-of-Way without tirst obtaining an
C-03 Contractor to verify all measurements prior to installation , , ; �� .,1�;,,,� , ���,_��-r! _ - *. � f°
,,y, � �. �a,_ e� ,< � r,,� rt `' +`_. ° q �" � '' � `� �
�3 Boulders av diameter of 3�. 50:50 blend of A ache Sunset and - �°-u ,� ;,.�} ,"""������,,,'�r'+.�= .; � � ��� a+ encroachment permit from CVWD.
J� p •�-,�,�. : �'� +,.� . � �` ,�:, �-�� DATE:2020.10.28
C-04 Do not disturb drainage pattern established by builder. Ba�a Cresta Red from Southwest Boulder �I � 2 .�,1� � ' '�" ,.;`'���'� .' ;: �'' Q
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04 Gravel 3 depth of .75 Apache Brown Crushed Stone atop weed I 3,760 sf � _
fabric REVISION #: � �
Date Water Management Department Q �
� Rubble 4" depth Copper Canyon Crushed Stone 4-8" atop weed 4,854 sf ����`����< �� ,- � ,.j ' I j �". REVISION DATE: J �
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fabric � �. � �� ,.�..,�'�;. �4� ' .Y J 2020.11.11 �
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�'`�� , �,.;,�� 'd �,.- . � T .n. �'�.. CVWD Plan# 2021.03.16
� Drainage cobble 3" depth Arizona River Rock I .5-3" atop weed I ,556 sf �"�J`� � � � '--�~ , � ' � -- -- --- __ a
` ' ,� Development Services Depart�nenE z
fabric from Southwest Boulder ��' �-� J�~ � '� ' "�� ' : --- -
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7 Roll-to Galvanized steel ed in mill finish, with ms min of ever 4' 7 I 6 If � :' � ` J
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NOTE: No permanent structures or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage ,�;�� ~.� �, ,:� � � � ' '
or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping, curb, gutter, L�- �' S � y ` a' 6 � 0 I O 20 30 feet
sidewalks, planters, gates and related improvements installed within CVWD andlor USBR easements. � ` �•"�';��:' ���► ����'�; ,�� �� �'` : ��
SCALE: I " = I 0'
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CALL I -800-227-2600 BEFORE YOU DIG I .25" (3)
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NOTE: No permanent structures or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage REVISION DATE: J Q
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or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping, curb, gutter, g y p 2020.11.11 � z
sidewalks, lanters, ates and related im rovements installed within CVWD and/or USBR easements. pernlanent structures of any kind may not be planted or installed in CVWD �
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encroachment pernvt from CVWD. z
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WATER USE DESIGNATION � Q
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S1IRUBS BOTANICAL/ COMMON NAME CONT QTY Very Low Low Medium 11igh �" " �� � �
Yellow Bird of Paradise Dwarf Weeping Bottlebrush New Gold Lantana Thunder Cloud Texas Sage Chihuahuan Sage Firecracker Plant
%��-��"" Gaesalpmia gilliesii /Yellow Bird of Paradise I 5 gal 25 X
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Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush 5 gal 33 X � ' � � f �, � ��\ � �4 ��, '� r; t"
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� �s'�'��rf'.�. 'l �� . �� �� ��� YP I�.
� Lantana x 'New Gold� / New Gold Lantana I gal 73 X ��:'3 - � -�--�"_ .�'^� i ,� �� �y���� �
- - 9 �� ��<�,_- �__, � �_'-���i'`��,�, t4�,
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� Leucophyllum candidum 'Thunder Cloud' TM / Thunder Cloud Texas Sage 5 gal 3 I X ` ` '
Twin Flowered Agave Octopus Agave Ocotillo
• Leucophyllum laevigatum / Chihuahuan Sage 5 gal 29 X -�_ i.���� ; � � , p«. ,��� � -- �. . , �� �� ,,�- ,, ;�:. ��,���- ���_,��,�,��;,;��, , -
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� Russelia ec�uisetiformis / Firecracker Plant 5 gal 56 X � � r4����c��t�.�a,��' � � : ' j�*_,. ' ��:�i>.F,1� +� , i � ` ��o � �{�anl� ';_ ,_ $ ;. �
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DESERT ACGENTS BOTANICAL/ COMMON NAME GONT QTY Very Low Low Medium high �,� �,�-� ,�,,,�� ,���,�,s����'" ," ��, �-y�•aw;�,�s_ � , -�-� ,, �.�+,'<�,��� -a L
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V-'• � .' .` *�14 .`� s",- �; i 4" �a, � ��`' �'�, ���8 -
� ,. . :�.,., . t�� � .1 _a;�.�'�.,.��� � .. �. .
Agave geminiflora / Twin Flowered Agave 7 Gal 56 X �;�, -�"��-,_�_�-�_ � �.��_. .._a�� ��a' �
' �'� Desert Sand Verbena Red Yucca Tufted Evening Primrose Lily Turf Finestem Needle Grass � �
O � N
Agave vilmoriniana / Octopus Agave I 5 Gal I 5 X � N
� �
• � Q
Fouc�uieria splendens / Ocotillo I 5 Gal 4 X � � U
� � �
ANNUALS/PERENNIALS BOTANICAL/ COMMON NAME CONT QTY Very Low Low Medium tligh � .� �
0 �
��� Abronia villosa / Desert Sand Verbena I gal 89 X �
a � �
� �� hesperaloe parviflora / Red Yucca 5 gal 76 X � _
� � �
— �
Liriope densiflora / Lilyturf I Gal 50 X �
NOTE: No �ermanent structures or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage � �
or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping, curb, gutter, �
� Oenothera caespitosa / Tufted Evening Primrose 5 gal 78 X sidewalks, planters, gates and related improvements installed within CVWD and/or USBR easements. � �
� U
GRASSES BOTANICAL/ COMMON NAME CONT QTY Very Low Low Medium fligh �
� � Cn
Stipa tenuissima / Finestem Needlegrass 5 gal I 82 X
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These plaus have been reviewed by the Coachella Valley Water District in �
accordauce with Califomia Government Code, Section 65591 et seq.
`�AT '�+~� requiring efficient landscape and irrigation design in cooperation with the
r�
local governing agency(City or County).
Approval of this drawing by CVWD staff does not constitute approval to K. �/�/�'�I t e h e(�C� W
encroach into district and USBR right-of way.Trees,plants,walls and h�lioslardscapes.com �
�������� permanent structures of any kind u�ay not be planted or installed in CVWD 303-746-3560 �
and USBR easements or Right-of-Way without first obtaining an W
encroachment pernut from CVWD. DATE:2020.10.28 =
�
�
REVISION #: z
Date Water Management Deparhnent a
REVISION DATE: �
2020.11.11 �
2021.03.16 �
CVWD Plan# Q
Development Services Departmei►t z
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SCALE: NTS
KNOW WhAT'S BELOW
CALL I -800-227-2600 BEFORE YOU DIG
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Prevailing wind. Z
Remove nursery stake. If a
� central leader needs to be �,_
Rubber tree ties. straightened or held erect, it is - -
acceptable to attach a%2" x 8' �
Lodge pole stakes. bamboo ole to the central leader ��
and trun k , I '
�-=�� � � � �
32" lon non-abrasive rubber ties. . SET ROOTBALL CROWN
�J, � � �� �j 9 WATER WELL. 1 " HIGHER
� � 4" HIGH AT SHRUB,
� N O W A T E R W E L L THAN SURROUNDING
— - -� n AT LAWN AREA. FINISHED GRADE.
�
� � SLOPE FINISHED GRADE
' Three (3") two inch lodge pole AT BACKFILL AWAY FROM
PLAN VIEW I fl � stakes. Install approximately 2" ROOTBALL.
� I away from the edge of the root MULCH TO 2" DEPTH
ball. Stake location shall not
interfere with permanent branches. AT WATER WELL.
_ FINISHED GRADE. �
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NATIVE SOIL MIX �
2 X ROOTBALL FIRMLY COMPACTED. PLAN These plaus have been reviewed by the Coachella Valley Water District in
accordauce with Califomia Government Code, Section 65591 et seq.
12" AT 1 GALLON Notes: � `�AT�+� requiring efficient landscape and irrigation design in cooperation with the
I- See plantmg legend for groundcover species, size, and spacing dimension. _ ,��
2- Small roots U4" or less) that grow around, up, or down the root ball periphery are considered a � local governing agency(City or County).
normal condition in container production and are acceptable however they should be eliminated at the
time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). Approval of this drawing by CVWD staff does not constitute approval to K. W�1ltehea C�
N����� ����� ������� 3- Settle soil around root ball of each groundcover prior to mulchmg. encroach into district and USBR right-of way.Trees,plants,walls and helioslardscapescom (/)
�������� permanent structures of any kind u�ay not be planted or installed in CVWD 303-746-3560 �
3 PERENNIAL & GRASS PLANTING ��BANTREEF°�N°AT'°N° 2°'4
4 oPeN SouRce FRee ro use and USBR easements or Right-of-Way without first obtaining an �
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SEC. 32. T,4S, R,6E. S.B.M.
VICINITY MAP
PROJECT LOCATION NOT TO SCALE
SOUTHWEST CORNER OF GERALD FORD DRIVE AND SHEPHERD LANE
PALM DESERT, CA I
SITE OWNER _ -
_ _ - -
_ -
_ - - -
DESERT LUXURY APPARMENTS LLC - - - - - - - - - - - - - - - - - -
2755 S. NELLIS BLVD, SUITE #10
LAS VEGAS, NV 89121
(702)641-2400 �
CONTACT: MR. BILL ROSS
CIVIL ENGINEER GERALD FORD DRIVE 2'-8�°
PEARL CITY ENGINEERING, INC '�- II � � _ TO
1411 RIMPAU AVE, STE 109 4'-0"
CORONA, CA 92579 i � I FF PER PLAN
PHONE: (949) 427-9560 �� � _ �_ 1" LIP
CONTACT: MR. YANG HU, PE � � � - - - --- - I �
GFF PER
ARCH ITECTS
- - - - - - - - - - - - - - - - - 4" STEP PLAN
1� MIN
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CIRCA DOMINI INTERNATIONAL, LLC ryr - � � ���,
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IRVINE, CA 92618 , , i n � � i i PCC
PHONE: (949) 336-6636 '' 't » ROLLED
CONTACT: DAVID KANG �
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LAN DSCAPE '"` � '�`�`� - � � - - - � - - �
HELIOS LANDSCAPE � I
11168 FAIRMONT STREET � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I I
ADELANTO, CA 92301 _;,.��a�1� ,,;_ , ;T,� zf�, ,� ,�<� , : � ` I W
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SOILS APN 694-310-007 � � p � DETAIL A -GRADES ADJACENT TO GARAGE
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- - - - - - - - - - - - - �- � - - - - - - -
- - - - - - - - - - - - - , �
UTILITY PURVEYORS I FF PER PLAN ,
CABLE TV/INTERNET � �
SPECTRUM I 694-212-008� � 694-212-007 I 694-212-006 � 694-212-005 � 694-212-004 � 694-212-003 � 694-212-002 � 694-212-001 I I g°°
41-725 COOK STREET
P.O. BOX 368 � I I I I I � � I I �
PALM DESERT, CA 9221 I I � M�N� 2q
(888) 2253
WASTE DISPOSAL \ I j���i��
BURRTEC WASTE & RECYCLING � / //�/
4�R5�75 ECLECTIC � � I I I I I I � %��%�/"
PALM DESERT, CA 92260 � � I �\j�Aj�Aj�
(760) 340-2113 � �� ��A/��A�
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GAS — — — — — — — — — — — — — 'V�j/A�/j ,
SOUTHERN CALIFORNIA GAS �.��\��j
coMPaNY , , SHEPHERD LANE WEST SHEPHERD LANE EAST
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45-123 TOWN STREET - - - - -T - -
INDIO, CA 92201 I I
(800) 427-2200
TELEPHONE/INTERNET
FRONTIER COMMUNICATIONS � DETAIL B - GRADE ADJACENT TO BUILDING
73-766 PALM DESERT DR N �
PALM DESERT, CA 92260 � I SCALE: NT.S.
(877) 775-6373
SEWER & WATER SERVICE KEY MAP
COACHELLA VALLEY WATER
DISTRICT EARTHWORK ESTIMATE
HOVLEY LANE AND WATER WAY SCALE . � "—�O'
PALM DESERT, CA 92260 RAW CUT: 25,800CY
(760) 398-2651 RAW FILL: 6,480CY
RAW NET: 23,320 CY (CUT)
�7 BENCHMARK: P.D. #101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY:
I I _ � REVISIONS � . � � P� ��
� �V, ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE APPR. DATE PEARL CITY ENGINEERING DEPARTMENT OF PUBLIC WORKS �� ��` �� �
LOCATION: TOP CURB CURB � S. END S.W. CURB RETURN GERALD � � APPROVED BY: ��� �
� FORD DRIVE & PORTOLA AVENUE. STA. 9+18.02 PORTOLA AVE. '' ' 1411 RIMPAU AVE, STE 109
PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 /�►� 0�
DIAL TWO WORKWG PEARL CITY CORONA, CA 92879 ��A�� �AV 1 M� �� 3� 3
BEFORE ���� DAYS BEFORE -'''��''""'''<'"`" (g49) 427-9560 TOM GARCIA, P.E. DATE �-J sA�A � �g
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YOU DIG ,�11 YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING v�d„^^y oY md,ne1�^ DIRECTOR OF PUBLIC WORKS - i^'
N00'03'28"W PER MB 319/61—63 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP, 6/30/2022 � � C�TY F��E NUMBER
TOLL FREE 1-800-227-2600 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M.
A PUBLIC SERVICE BY '
UNDERGROUND SERVICE ALERT REVIEWED AND RECOMMENDED BY: DATE
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j� O BENCHMARK: P.D. #101 ENGINEER REVISIONS CITY ENGINEERS SEAL � CITY OF PALM DESERT PLAN CHECKED BY: . � � �� �,�
��� ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE APPR. DATE PEARL C�TY ENC�NEER�NG DEPARTMENT OF PUBLIC WORKS �� ��` Z
D �� LOCATION: TOP CURB CURB Q S. END S.W. CURB RETURN GERALD � APPROVED BY: ��
� �
� FORD DRIVE & PORTOLA AVENUE. STA. 9+18.02 PORTOLA AVE. 1411 RIMPAU AVE, STE 109
PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 /�►� l'�
DIAL TWO WORKING PEARL CITY CORONA, CA 92879 ��AT� �AV 1 M� �� �� 3
BEFORE ���� DAYS BEFORE ,,,�� g , -g'"`����"�"° (g49) 427-9560 TOM GARCIA, P,E. DATE �-J $A�A � ��
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N00'03'28"W PER MB 319/61-63 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP, 6/30/2022 � � C�TY F��E NUMBER
TOLL FREE 1-800-227-2600 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M.
A PUBLIC SERVICE BY '
UNDERGROUND SERVICE ALERT REVIEWED AND RECOMMENDED BY: DATE
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— — — � _ COMMON AREA
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j� O BENCHMARK: P.D. #101 ENGINEER REVISIONS CITY ENGINEERS SEAL � CITY OF PALM DESERT PLAN CHECKED BY: . `►� � �� ��
j�� ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE APPR. DATE PEARL C�TY ENC�NEER�NG DEPARTMENT OF PUBLIC WORKS �� ��` 3
D LOCATION: TOP CURB CURB � S. END S.W. CURB RETURN GERALD � APPROVED BY: ��
� PRELIMINA►F�Y PLAN
� FORD DRIVE & PORTOLA AVENUE. STA. 9+18.02 PORTOLA AVE. 1411 RIMPAU AVE, STE 109 �
PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 �A� �� � �' ��
DIAL TWO WORKING PEARL CITY CORONA, CA 92879 �
BEFORE ���� DAYS BEFORE —"."`;'"''"".'"`' (g49) 427-9560 TOM GARCIA, P.E. DATE �-� �g
Uy mag�at on Bu��J ng py E+Oe.e�ce
YOU DIG ,��a YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING v DIRECTOR OF PUBLIC WORKS - i^'
N00'03'28"W PER MB 319/61-63 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP. 6/30/2022 � � C�TY F��E NUMBER
TOLL FREE 1-800-227-2600 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M.
A PUBLIC SERVICE BY '
UNDERGROUND SERVICE ALERT REVIEWED AND RECOMMENDED BY: DATE
� FOR CONDOMINIUM PURPOSES�
IN THE CITY OF PALM DESERT COUNTY OF RIVERSIDE STATE OF CALIFORNIA E X I ST I N G Z 0 N I N G - �,�o
� � PR-5 (PLANNED RESIDENTIAL 5) F�,y
PROPOSED ZONING
TE NTATIVE TRACT M A P N O. 38033 �°
PR-20 (PLANNED RESIDENTIAL - 20) � LOCATION
OWNER ¢
LOCATED IN THE NORTH ONE HALF OF THE NORTHWEST ONE QUARTER OF THE NORTHEAST GERALD FORD DR
ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, HADLEY HOLDINGS, LLC J w
RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. 31902 AVENIDA EVITA w o Q
DAN JUAN CAPISTRANO, CA 92675 � w J
TEL. (714) 624-5771 z
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CONTACT PERSON: SCOTT HADLEY � � o �
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DEVELOPER o
- - - - DESERT LUXURY APARTMENTS LLC �
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� Vv� � W - � � W - ��� ���,� W �� �� W W , �- � � TEL. (702) 641-2400 A PORTION OF THE NE 1�4, NE 1�4
,
\ � � � \ \ � � \ _ SEC. 32, T.4S, R.6E, S.B.M.
\ � � \ � � � � � EX. 12" SEWER � o,l CONTACT PERSON: WILLIAM ROSS
_ � s � � s �� ����s � - � � � �� � �- CIVIL ENGINEER
, � �� �� � �� �S ` - � `�� � VICINITY MAP
� � \ NOT TO SCALE
� � � � PEARL CITY ENGINEERING, INC.
\ 1411 RIMPPAU AVE, SUITE 109
N89'S4'49"E G E RAL D F O R D D R I V E CORONA, CA 92879
� �� CONTACT PERSON: DAVID HWAN
� _ �
�� �� � � ��� ���� � ���� � LEGAL DESCRIPTION UTILITIES
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� �� I THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE WATER: COACHELLA VALLEY WATER DISTRICT(CVWD)
`�' f EX. 12" WATER I CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF PHONE: (760) 398-2651
CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
. . . . . . . . . . . . . . . . . R R O - - - -.- . LEY WATER DISTRIC ( VW )
. . .
� � SEWER• COACHELLA VAL T C D
• • • • " • " • • - " " ' = PHONE 6 982651
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. . . . . . . . . . . . . . 284 83' �'4 �' �
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� rYi �EX. R�W r�i �� O�, � � ' PHONE: (951) 249-8443
I _- _� . . . -�_ - - - _ . - - -- - .- • . - � •-- -- -- - „- - . � � `S�' `��= EXCEPTING AND RESERVING ALSO, TO THE UNITED STATES GAS: SOUTHERN CALIFORNIA GAS COMPANY
� -_ - - �� - - - - - - - '� `�• � - - - - P OP. OINT � � � � � � � � � OF AMERICA ALL OIL, GAS AND OTHER MINERAL DEPOSITS, _
. -.- . . ' . . , . . . � � � � � - PHONE: (909) 335 7677
� _ . ; T ENCH FOR
•� v' t ( AS, LE/ ABLE IN THE LAND, TOGETHER WITH THE RIGHT TO PROSPECT
�p,� - , � - , . . . . . , . 3 0�t ND EL C.) � 10.0' FOR MINE, AND REMOVE THE SAME ACCORDING TO THE TELEPHONE/
PROVISIONS OF SAID ACT OF JUNE 1, 1938 RECORDED
I [250.45FF] CABLE: TIME WARNER
� 2 $' FF - 2 •2 FF 15. ' 1 .0' [251.65FF] 249.95PAD I APRIL 6, 1966 AS INSTRUMENT N0. 35697 OF OFFICIAL
. 251.15PAD RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. PHONE: (760) 340-1312
P 3 OP. 8" 39.6' .
� :�FAT MAIN I �,� ,l � ALSO EXCEPTING THEREFROM THAT PORTION GRANTED TO APPROXIMATE AREA.
� :�����.�*���. �„ \ SE MAIN � � THE CITY OF PALM DESERT BY DEED RECORDED DECEMBER 3.96 ACRES OR 172 498 SF
-• . - - o _ _ - -_ _o _ ��_ _ � � _ _ _ _ � � _ _ _ _ � _ ' 17, 2001 AS INSTRUMENT N0. 2001-625616 OF OFFICIAL '
I � - �� � - � � I RECORDS. SOURCE OF TOPOGRAPHY
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3 - - - - - - - - - - - - � _ _ _ _ _ = II � 26� 26' - �?� 694-300-003 10/21/2020.
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EX. CURB EX. RAISED EX. SIDEWALK
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LEGEND SYMBOLOGY
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PROPERTY LINE OR
' •.•.-.•. . , . : : . - - - - - - - - - - - - , � � - - - - -
� RIGHT OF WAY -R - RIDGE LINE
N89'S4'09"E R 621.15' � I �,�, _ _
� STREET CENTERLINE -GB - GRADE BREAK
L�7 �1 L�7 �
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.
� � � - � � � � BIO-RETENTION � CATCH BASIN
'.'.'.'.'.'.'.' BASIN LIMIT
1340.00 FS PROP. ELEV. SEWER MANHOLE
(1340.00)FS EXIST. ELEV. ° BOLLARD
XX DETAIL NUMBER �` SIGN
30' 15 ' 0' 30' 60'
CURB & BACK OF CURB
GRAPHIC SCALE: 1 INCH = 30 FT �1 TRUNCATED DOMES
�� BENCHMARK: BM 101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY:
� ELEVATION: 229.507 FT DATUM: NGVD29 MARK BY DATE REVISIONS APPR. DATE PEARL CITY ENGINEERING DEPARTMENT OF PUBLIC WORKS � CITY OF PALM DESERT
D SHEET �
LOCATION. SOUTHWEST CORNER OF PORTOLA AVE. AND GERALD � APPROVED BY: �1 �� AFOR CONDOMINIUM PURPOSES�
� FORD DR., NW CORNER OF CB, SOUTH OF SOUTHERLY PCR, FLUSH ' ' ' 1411 RIMPAU AVE, STE 109 _
DIAL TWO WORKING PEARL CITY CORONA, CA 92879 TENTATIVE TRACT MAP NO. 38033 oF
- -"`�'���'c- � (949� 427-9560 a1 �T SHEETS 1
BEFORE DAYS BEFORE ri.nernviri�•o�nnnn.s.nare9�rexv.r;rnw TOM GARCIA, P.E. DATE �--- SANTA BARBARA APARTMENT CONDOMINUMUM
YOU DIG YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING DIRECTOR OF PUBLIC WORKS :�-�, '
N00'03'28"W PER TRACT MAP N0. 30087 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP. 6/30/2022 LOCATED IN THE NORTH ONE HALF OF THE NORTHWEST ONE QUARTER OF THE CITY FILE NUMBER
TOLL FREE 1-800-227-2600 NORTHEAST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SECTION 32,
A PUBUC SERVICE BY DATE: _' TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN.
REVIEWED AND RECOMMENDED BY: DATE