HomeMy WebLinkAbout2024-03-05 PC Regular Meeting Agenda Packet
PLANNING COMMISSION
CITY OF PALM DESERT
MEETING AGENDA
Tuesday, March 5, 2024
6:00 p.m.
Administrative Conference Room, City Hall
73-510 Fred Waring Drive
Palm Desert, CA 92260
Pursuant to Assembly Bill 2449, this meeting will be conducted as a hybrid meeting and there will be
in-person access to this location.
To participate via Zoom, use the following link: https://palmdesert.zoom.us/j/84739707419 or
call (213) 338-8477, Zoom Meeting ID: 847 3970 7419
•
Written public comment may also be submitted to PlanningCommission@palmdesert.gov. E-
mails received by 3:00 p.m. prior to the meeting will be distributed to the Commission. Any
correspondence received during or after the meeting will be distributed to the Commission as
soon as practicable and retained for the official record. Emails will not be read aloud except
as an ADA accommodation.
•
Pages
1.CALL TO ORDER
2.ROLL CALL
3.PLEDGE OF ALLEGIANCE
4.NONAGENDA PUBLIC COMMENTS
This time has been set aside for the public to address the Planning Commission
on issues that are not on the agenda for up to three minutes. Speakers may
utilize one of the three options listed on the first page of the agenda. Because
the Brown Act does not allow the Planning Commission to act on items not listed
on the agenda, members may briefly respond or refer the matter to staff for a
report and recommendation at a future meeting.
5.CONSENT CALENDAR
All matters listed on the Consent Calendar are considered routine and may be
approved by one motion. The public may comment on any items on the Consent
Agenda within the three-minute time limit. Individual items may be removed by
the Planning Commission for a separate discussion.
RECOMMENDATION:
To approve the consent calendar as presented.
5.a APPROVAL OF MINUTES 5
RECOMMENDATION:
Approve the Minutes of February 20, 2024.
6.CONSENT ITEMS HELD OVER
7.ACTION CALENDAR
The public may comment on individual Action Items within the three-minute time
limit. Speakers may utilize one of the three options listed on the first page of the
agenda.
8.PUBLIC HEARINGS
Anyone who challenges any hearing matter in court may be limited to raising
only those issues he or she raised at the public hearing described herein, or in
written correspondence delivered to the Planning Commission at, or prior to, the
public hearing. Remarks shall be limited to a maximum of three minutes unless
the Planning Commission authorizes additional time.
8.a ADOPT A RESOLUTION APPROVING A REVISION TO APPROVED PAD
ELEVATIONS FOR TENTATIVE TRACT MAP 38434 AND FIND THE
PROJECT CONSISTENT WITH A PREVIOUSLY ADOPTED MITIGATED
NEGATIVE DECLARATION IN ACCORDANCE WITH CEQA
11
RECOMMENDATION:
Adopt Resolution No. 2859 entitled, “ A RESOLUTION OF THE PLANNING
COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA,
APPROVING A REVISION TO APPROVED PAD ELEVATIONS FOR
TENTATIVE TRACT MAP 38434 TO ACCOMMODATE A 332 SINGLE-
FAMILY HOME RESIDENTIAL DEVELOPMENT ON A 93.56-ACRE
PROJECT SITE SOUTH OF GERALD FORD DRIVE AND WEST OF
PORTOLA ROAD WITHIN THE REFUGE SPECIFIC PLAN AREA (APNS:
694-310-009 & 694-31-011) CASE NOS. TTM 38434 (TTM23-0002)”
9.INFORMATIONAL REPORTS & COMMENTS
9.a SUMMARY OF CITY COUNCIL ACTIONS
9.b COMMITTEE MEETING UPDATES
9.b.1 Cultural Arts Committee
9.b.2 Parks and Recreation Committee
9.c PLANNING COMMISSIONERS
9.d CITY STAFF
9.e ATTENDANCE REPORT 43
Planning Commission Meeting
Page 2 of 44
10.ADJOURNMENT
The next Regular Meeting will be held on March 19, 2024, at 6:00 p.m.
11.PUBLIC NOTICES
Agenda Related Materials: Pursuant to Government Code §54957.5(b)(2) the
designated office for inspection of records in connection with this meeting is the
Office of the City Clerk, Palm Desert Civic Center, 73-510 Fred Waring Drive,
Palm Desert. Staff reports for all agenda items considered in open session, and
documents provided to a majority of the legislative bodies are available for
public inspection at City Hall and on the City’s website at www.palmdesert.gov.
Americans with Disabilities Act: It is the intention of the City of Palm Desert to
comply with the Americans with Disabilities Act (ADA) in all respects. If, as an
attendee or a participant at this meeting, or in meetings on a regular basis, you
will need special assistance beyond what is normally provided, the City will
attempt to accommodate you in every reasonable manner. Please contact the
Office of the City Clerk, (760) 346-0611, at least 48 hours prior to the meeting to
inform us of your needs and to determine if accommodation is feasible.
AFFIDAVIT OF POSTING
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 and City website not less than 72 hours prior to the meeting.
/S/ Monique Lomeli
Senior Deputy Clerk
Planning Commission Meeting
Page 3 of 44
Page 4 of 43
Planning Commission Minutes February 20, 2024
1
PLANNING COMMISSION
CITY OF PALM DESERT
REGULAR MEETING MINUTES
February 20, 2024, 6:00 p.m.
1. CALL TO ORDER
A Regular Meeting of the Planning Commission was called to order by Chairman
Pradetto on Tuesday, February 20, 2024, at 6:00 p.m. in the Council Chamber, City Hall,
located at 73-510 Fred Waring Drive, Palm Desert, California.
2. ROLL CALL
Present: Commissioner Nancy DeLuna, Commissioner Ron Gregory,
Commissioner Lindsay Holt, Chairman Joseph Pradetto
Absent: Commissioner John Greenwood
Staff Present: Director of Development Services Richard Cannone, Recording
Secretary Monique Lomeli, Principal Planner Nick Melloni, Principal
Planner Carlos Flores, Associate Planner Kenny Taylor
3. PLEDGE OF ALLEGIANCE
Commissioner Holt led the Pledge of Allegiance.
4. NONAGENDA PUBLIC COMMENTS
None.
5. CONSENT CALENDAR
Motion by: Commissioner Gregory
Seconded by: Commissioner DeLuna
To approve the consent calendar as presented.
Motion Carried
5.a APPROVAL OF MINUTES
Motion by: Commissioner Gregory
Seconded by: Commissioner DeLuna
Approve the Minutes of February 6, 2024.
Motion Carried
Page 5 of 43
Planning Commission Minutes February 20, 2024
2
6. CONSENT ITEMS HELD OVER
7. ACTION CALENDAR
8. PUBLIC HEARINGS
8.a CONSIDER APPROVING AN 18MONTH TIME EXTENSION FOR TENTATIVE
PARCEL MAP 38033 AND 12MONTH TIME EXTENSION FOR PRECISE
PLAN 210008 TO CONSTRUCT 32 SINGLESTORY CONDOMINIUM UNITS
ON 3.91 ACRES AT THE SOUTHWEST CORNER OF GERALD FORD DR AND
SHEPHERD LN
Associate Planner Kenny Taylor narrated a PowerPoint presentation and
summarized staff's recommendation.
Chair Pradetto opened the public hearing.
There being no members of the public present and desiring to speak, Chair
Pradetto closed the public hearing.
Motion by: Commissioner Gregory
Seconded by: Commissioner DeLuna
1. Conduct a public hearing and receive public testimony.
2. Adopt Planning Commission Resolution No. 2853 entitled, “A
RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
PALM DESERT, CALIFORNIA, Approving an 18-MONTH time extension
FOR TENTATIVE PARCEL MAP 38033 UNTIL August 20, 2025, AND 12-
MONTH TIME EXTENSION FOR PRECISE PLAN 21-0008 UNTIL
February 20, 2025. CASE NO. TPM #38033 Extension of Time No. 1”.
Motion Carried (4 to 0)
8.b CONSIDERATION TO ADOPT A NOTICE OF EXEMPTION PURSUANT TO
THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA); AND
APPROVAL OF A PRECISE PLAN TO REVISE THE PAD ELEVATION AT 178
TEKIS PLACE (ASSESSOR’S PARCEL NUMBER 771260030)
Principal Planner Flores narrated a PowerPoint presentation and summarized
staff's recommendation.
Chair Pradetto opened the public hearing.
The applicant declined to provide additional testimony.
There being no members of the public present and desiring to speak, Chair
Pradetto closed the public hearing.
Motion by: Commissioner Holt
Seconded by: Commissioner Gregory
1. Conduct a public hearing and receive public testimony.
Page 6 of 43
Planning Commission Minutes February 20, 2024
3
2. Adopt Planning Commission Resolution No. 2854 entitled, “A
RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
PALM DESERT, CALIFORNIA, ADOPTING A NOTICE OF EXEMPTION
PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
AND APPROVING A PRECISE PLAN TO REVISE THE PAD ELEVATION
AT 178 TEKIS PLACE (ASSESSOR’S PARCEL NUMBER 771-260-030)
CASE NOS. PP24-0002”.
Motion Carried (4 to 0)
8.c CONSIDERATION OF A RECOMMENDATION TO THE CITY COUNCIL TO
ADOPT A NOTICE OF EXEMPTION UNDER CEQA AND APPROVE CHANGE
OF ZONE 240001 TO CHANGE THE ZONING DESIGNATION OF THE
PROPERTIES LOCATED AT 73600 ALESSANDRO DRIVE TO DOWNTOWN
EDGE
Principal Planner Nick Melloni narrated a PowerPoint presentation and
summarized staff's recommendation.
Chair Pradetto opened the public hearing.
The applicant declined to provide additional testimony.
There being no members of the public present and desiring to speak, Chair
Pradetto closed the public hearing.
Motion by: Commissioner Gregory
Seconded by: Commissioner DeLuna
1. Conduct a public hearing and receive public testimony.
2. Adopt Planning Commission Resolution No. 2855 entitled, “A
RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
PALM DESERT, CALIFORNIA, RECOMMENDING THAT THE CITY
COUNCIL ADOPT A NOTICE OF EXEMPTION PURSUANT TO THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) AND APPROVE
A CHANGE OF ZONE FROM DE-O TO DE FOR THE PROPERTIES
LOCATED AT 73600 ALESSANDRO DRIVE (ASSESSOR’S PARCEL
NUMBERS 627-153-018, AND 627-153-019) CASE NO. CZ24-0001”.
Motion Carried (4 to 0)
8.d CONSIDERATION TO ADOPT A NOTICE OF EXEMPTION PURSUANT TO
THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA); AND
APPROVAL OF A PRECISE PLAN TO DEVELOP A PERSONAL STORAGE
FACILITY AT 75220 MERLE DRIVE (ASSESSOR’S PARCEL NUMBER 634
260008).
Principal Planner Nick Melloni narrated a PowerPoint presentation and
responded to Commission inquiries.
Chair Pradetto opened the public hearing.
The applicant declined to provide additional testimony.
Page 7 of 43
Planning Commission Minutes February 20, 2024
4
There being no members of the public present and desiring to speak, Chair
Pradetto closed the public hearing.
Motion by: Commissioner Holt
Seconded by: Commissioner DeLuna
1. Conduct the public hearing and receive public testimony.
2. Adopt Planning Commission Resolution No. 2856 entitled, “A
RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
PALM DESERT, CALIFORNIA, ADOPTING A NOTICE OF EXEMPTION
PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
AND APPROVING A PRECISE PLAN TO DEVELOP AN
APPROXIMATELY 61,788 SQUARE FOOT PERSONAL STORAGE
FACILITY ON A 1.89-ACRE PARCEL LOCATED AT 75220 MERLE DRIVE
(ASSESSOR’S PARCEL NUMBER 634-260-008) CASE NOS. PP/EA 22-
0008”.
Motion Carried (4 to 0)
8.e CONSIDERATION TO ADOPT A NOTICE OF EXEMPTION PURSUANT TO
THE CALIFORNIA ENVIRONMENTAL QUALITY ACT AND APPROVE A USE
DETERMINATION AND CONDITIONAL USE PERMIT TO PERMIT A
MARRIAGE SOLEMNIZATION/WEDDING CHAPEL USE AT 72221 HIGHWAY
111 (APN: 640020054)
Principal Planner Carlos Flores narrated a PowerPoint presentation and
responded to Commission inquiries.
Chair Pradetto opened the public hearing.
Steve Mistrielbis, applicant, responded to Commission inquiries concerning the
intended use of the property.
There being no others desiring to speak, Chair Pradetto closed the public
hearing.
Motion by: Commissioner Gregory
Seconded by: Commissioner Holt
1. Conduct a public hearing and receive public testimony.
2. Adopt Planning Commission Resolution No. 2857 entitled, “A
RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
PALM DESERT, CALIFORNIA, ADOPTING A NOTICE OF EXEMPTION
PURSUANT TO THE STATE OF CALIFORNIA ENVIRONMENTAL
QUALITY ACT (CEQA) AND APPROVAL OF A USE DETERMINATION
(UD) FINDING THAT A MARRIAGE SOLEMNIZATION/WEDDING
CHAPEL USE IS SIMILAR TO OTHER USES PERMITTED IN THE
DISTRICT PLANNED COMMERCIAL (PC-2) ZONING DISTRICT AND
MAY BE ALLOWED, SUBJECT TO A CONDITIONAL USE PERMIT CASE
NO. UD24-0002”.
Page 8 of 43
Planning Commission Minutes February 20, 2024
5
3. Adopt Planning Commission Resolution No. 2858 entitled, “A
RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
PALM DESERT, CALIFORNIA, ADOPTING A NOTICE OF EXEMPTION
PURSUANT TO THE STATE OF CALIFORNIA ENVIRONMENTAL
QUALITY ACT (CEQA) AND APPROVAL OF A CONDITIONAL USE
PERMIT (CUP) TO ESTABLISH A 1,140-SQUARE-FOOT MARRIAGE
SOLEMNIZATION/ WEDDING CHAPEL AT 72221 HIGHWAY 111, SUITE
A7 CASE NO. CUP24-0002”.
Motion Carried (4 to 0)
9. INFORMATIONAL REPORTS & COMMENTS
9.a SUMMARY OF CITY COUNCIL ACTIONS
No report was provided.
9.b COMMITTEE MEETING UPDATES
9.b.1 Cultural Arts Committee
Commissioner Holt provided an update on the Cultural Arts Committee's
discussions regarding a 160 ft. long mural to be installed at the corps yard
in appreciation of Public Work's staff, the installation of a new art piece at
the round-about entrance to College of the Desert on San Pablo Avenue,
and the upcoming selection of El Paseo Art exhibits.
9.b.2 Parks and Recreation Committee
None.
9.c PLANNING COMMISSIONERS
None.
9.d CITY STAFF
Principal Planner Carlos Flores informed the Commission of two new staff
members in the Planning Department, Associate Planner Kenny Taylor and
Planning Technician Kayleen Aguirre.
9.e ATTENDANCE REPORT
The attendance report was provided with the agenda materials and no action
was taken on this item.
10. ADJOURNMENT
The Planning Commission adjourned at 6:50 p.m.
Page 9 of 43
Planning Commission Minutes February 20, 2024
6
11. PUBLIC NOTICES
_________________________
Monique Lomeli, Senior Deputy Clerk
Recording Secretary
_________________________
Richard Cannone, Director of Development Services
Staff Liaison
Page 10 of 43
Page 1 of 4
CITY OF PALM DESERT
PLANNING COMMISSION
STAFF REPORT
MEETING DATE: March 5, 2024
PREPARED BY: Carlos Flores, AICP, Principal Planner
REQUEST: ADOPT A RESOLUTION APPROVING A REVISION TO APPROVED PAD
ELEVATIONS FOR TENTATIVE TRACT MAP 38434 AND FIND THE
PROJECT CONSISTENT W ITH A PREVIOUSLY ADOPTED MITIGATED
NEGATIVE DECLARATION IN ACCORDANCE WITH CEQA
RECOMMENDATION:
Adopt Resolution No. 2859 entitled, “A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A REVISION TO
APPROVED PAD ELEVATIONS FOR TENTATIVE TRACT MAP 38434 TO
ACCOMMODATE A 332 SINGLE-FAMILY HOME RESIDENTIAL DEVELOPMENT ON A
93.56-ACRE PROJECT SITE SOUTH OF GERALD FORD DRIVE AND WEST OF
PORTOLA ROAD WITHIN THE REFUGE SPECIFIC PLAN AREA (APNS: 694-310-009 &
694-31-011) CASE NOS. TTM 38434 (TTM23-0002)”.
BACKGROUND/ANALYSIS:
On November 17, 2022, the City of Palm Desert City Council (Council) approved the Refuge
Specific Plan (Plan), which included the following approvals under City Council Resolution No.
2022-93 and 2022-94:
o A Mitigated Negative Declaration and Mitigation Monitoring Reporting Program for the
development of 969 dwelling units on a 106.4-acre site area located at the southwest
corner of Gerald Ford Drive and Rembrandt Parkway, approved under EA22 -0001.
o Refuge Specific Plan (SP22-0001) to set forth site-specific development and design
standards, land use regulations, infrastructure, and circulation for the 106.4-acre site. This
included establishing five (5) planning areas within the Plan.
o Tentative Tract Map (TTM) 38434, which subdivided a 93.56 -acre portion of the project
to establish the following:
o Three hundred thirty-nine (339) single-family residential lots on 43.64 acres within
Planning Area 3 of the Plan.
o One (1) condominium project lot totaling 14.29 acres within Planning Area 2 of the
Plan.
o Twenty (20) lots for retention and open spaces areas on 14.15 acres.
o Thirteen (13) lots for public streets and eight (8) lots for private alleyways on 21.49
acres.
Page 11 of 43
City of Palm Desert – Planning Commission
TTM 38434 Pad Elevation Revisions
Page 2 of 4
On September 5, 2023, the City of Palm Desert Planning Commission (Commission) adopted
Resolution No. 2841 to approve a request by Pulte Home Company (Applicant) for a revision to
TTM 38434, which revised the 93.56-acre portion of the Refuge project and establish ed the
following:
o Three hundred thirty-two (332) single-family residential lots on 40.93 acres within
Planning Area 3 of the Plan.
o One (1) condominium project lot totaling 14.29 acres within Planning Area 2 of the
Plan.
o Twenty (20) lots for retention and open space areas on 16.65 acres.
o Twenty-three (23) lots for public streets on 21.70 acres.
o Revised circulation, including establishing cul-de-sacs and additional traffic calming
circles throughout the project site.
Planning Commission Resolution No. 2841 was approved with a set of conditions, including the
following:
11. The pad elevations of all lots shall be consistent with the approved preliminary grading
plan included in the project file. Adjustments that increase or decrease the pad elevation
by six inches (0’-6”) or less shall be subject to review and approval by the Director of
Development Services and City Engineer. Any change to a pad elevation shall require an
adjustment to the grading and drainage plan for consistency.
A. Adjustments that increase the approved pad elevations on Lots 1-46 by more than six
(6) inches shall require approval by the Planning Commission. Exhibit B, attached to
this resolution, provides the approved plan elevations for these lots, per the
preliminary grading and drainage exhibit drafted by MSA Consulting, dated August 17,
2023.
B. Adjustments that increase the pad elevations by more than six (6) inches on all other
lots must be reviewed by the City Engineer and approved through the Director of
Development Services. The Director of Development Services may refer the request
to the Planning Commission for approval.
The Applicant subsequently applied for a Rough Grading plan which proposed pad elevations
(Elevations) for all 332 single-family residential lots within TTM 38434 that differed from the
Elevations shown on the preliminary grading plan approved and referenced within Resolution
No. 2841. The Rough Grading plan proposes the grading work to be completed in two phases
which changes the lot numbers from TTM 38434. No changes to total number of lots, site design,
or sizes of lots are proposed as part of the Rough Grading Plan. Exhibit A on the attached
Resolution provides a breakdown of proposed changes to Elevations and is summarized below:
- A total of 307 out of 332 lots have a revised Elevation (93% of lots)
- 239 lots have a revised Elevation of six inches or less (72% of lots)
- 62 lots (18% of total lots) have a proposed Elevation that is more than 6” higher than the
approved Elevation. Most of the lots proposing more than 6” are located on the northern
part of the project, as shown in Attachment 3.
- The largest proposed increase to Elevation is 1’-4” at Lots 50, 61, and 107.
Page 12 of 43
City of Palm Desert – Planning Commission
TTM 38434 Pad Elevation Revisions
Page 3 of 4
- 6 lots (2% of total lots) have a proposed Elevation that is more than 6” lower than the
approved Elevation.
Condition of approval #11 had specific requirements for Lots 1 -46, which are located on the
eastern boundary of the project site adjacent to existing residential. The following summarizes
the proposed changes to these lots:
- 37 out of these 46 lots have a revised Elevation.
- Two (2) of these lots have a proposed Elevation that is more than 6” lower than the
approved Elevation.
- Six of these lots propose an increase to the Elevation, ranging from 1 -6”. No proposed
Elevation is more than 6” higher than the approved Elevation.
- 31 of these lots proposed a decrease to the Pad elevation, ranging from 1-7”
The 2023 revision to TTM 38434 lowered the Elevations for Lots 9 -46, which directly abuts the
eastern boundary when compared to the Elevations in the original 2022 approval. Lots 1 -8 were
changed in configuration to not be directly abutting the eastern boundary and did not have an
equivalent location when compared to the 2022 approval. The currently proposed Elevations for
Lots 9-46 do not propose an Elevation that is higher than the original 2022 approval equivalent.
As provided in Condition #11, the Development Services Director is referring this request to the
Planning Commission for consideration since the proposed development abuts an existing
single-family neighborhood.
Public Notification:
A public hearing notice was published a minimum of ten (10) days before the hearing date in The
Desert Sun newspaper. Notices were mailed to all property owners within 1,000 feet of the project
site. No comments have been received as of the date of this report.
Environment Assessment/Environmental Review:
Pursuant to CEQA and the State CEQA Guidelines, the project was found to not require further
environmental review. The original Specific Plan and tentative map were evaluated for
environmental impacts, and a Mitigated Negative Declaration was adopted per CEQA
requirements, via City Council Resolution No. 2022-093. The number of residential lots proposed
in the revised tentative map are within the range of residential lots evaluated by the adopted
Mitigated Negative Declaration, and the revisions to the map cannot be found to increase
environmental impacts or create any new impacts. The project will be conditioned to comply with
the previously adopted Mitigated Negative Declaration and Mitigation Monitoring Reporting
Program.
Findings of Approval:
Findings can be made in support of the project under the City’s Municipal Code. Findings in
support of this project are contained in Planning Commission Resolution No. 2859, attached to
this staff report.
ATTACHMENTS:
1. Planning Commission Resolution 2859
2. Proposed Rough Grading Plan
Page 13 of 43
City of Palm Desert – Planning Commission
TTM 38434 Pad Elevation Revisions
Page 4 of 4
3. Pad Elevation Revisions Exhibit
4. Preliminary Grading Plan
5. Public Hearing Notice
Page 14 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM
DESERT, CALIFORNIA, APPROVING A REVISION TO APPROVED PAD
ELEVATIONS FOR TENTATIVE TRACT MAP 38434 TO ACCOMMODATE A
332 SINGLE-FAMILY HOME RESIDENTIAL DEVELOPMENT ON A 93.56-
ACRE PROJECT SITE SOUTH OF GERALD FORD DRIVE AND WEST OF
PORTOLA ROAD WITHIN THE REFUGE SPECIFIC PLAN AREA (APNS:
694-310-009 & 694-31-011)
CASE NOS. TTM 38434 (TTM23-0002)
WHEREAS, the City Council of the City of Palm Desert, California, did on the 17th day
of November 2022, adopt Resolution No. 2022-93, adopting a Mitigated Negative Declaration
(MND) of Environmental Impact pursuant to the California Environm ental Quality Act (CEQA),
and approving the Refuge Specific Plan; and
WHEREAS, the City Council of the City of Palm Desert, did on the 17th day of
November 2022, hold a duly noticed public hearing and adopt City Council Resolution No.
2022-94 to approve Tentative Tract Map (TTM) 38434 to subdivide 93.56 acres into individual
parcels, including one (1) lot for condominium purposes, 339 single-family residential lots,
and lots for public streets, private streets, and open space areas within the Refuge Specific
Plan (“Specific Plan”); and
WHEREAS, Pulte Homes (“Applicant”), submitted a TTM Revision application to
revise Tentative Tract Map 38434 to subdivide 93.56 acres into individual parcels, including
one (1) lot for condominium purposes, 332 single-family residential lots, and lots for public
streets, private streets, and open space areas (“Project”) within the Specific Plan; and
WHEREAS, the Project site has a land use designation of Town Center Neighborhood
(TCN) in the General Plan adopted on November 10, 2016, and zoning designation of Refuge
Specific Plan adopted on November 17, 2022; and
WHEREAS, the Planning Commission of the City of Palm Desert, California, did on
the 5th day of September 2023, hold a duly noticed public hearing and adopted Planning
Commission Resolution No. 2841, with conditions of approval, to approve the request by the
Applicant for a revision to TTM 38434; and
WHEREAS, Planning Commission Resolution No. 2841 approved pad elevations for
the development based on a Preliminary Grading Plan dated August 17, 2023; and
WHEREAS, the Applicant submitted an application for a Rough Grading permit which
proposed revisions to the aforementioned approved pad elevations, approved by Planning
Commission Resolution No. 2841; and
WHEREAS, the Project can be found consistent with the previously adopted Mitigated
Negative Declaration of Environmental Impact pursuant to the California Environmental
Quality Act (CEQA) and corresponding Mitigation Monitoring Report Program, adopted via
Council Resolution No. 2022-93; and
Page 15 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
2
WHEREAS, the Planning Commission of the City of Palm Desert, California, did on
the 5th day of March 2024, hold a duly noticed public hearing to consider the request by the
Applicant for a revision to the approved pad elevations for TTM 38434; and
WHEREAS, at the said public hearing, upon hearing and considering all testimony and
arguments, if any, of all interested persons desiring to be heard, the Planning Commission
did find the following facts and reasons, which are outlined in the staff report exist to justify
approval of said request; and
WHEREAS, all other legal prerequisites to the adoption of this Resolution have
occurred; and
NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Palm
Desert, California, as follows:
SECTION 1. Recitals. The Planning Commission hereby finds that the foregoing
recitals are true and correct and are incorporated herein as substantive findings of this
Resolution.
SECTION 2. Findings on Tentative Tract Map. Under PDMC Section 26.20.100(C), the
findings for the tentative map are the following:
1. That the density of the proposed subdivision is consistent with applicable general
and specific plans.
The map has been found to be consistent with the density, lot development
standards, and land uses of the Specific Plan and the General Plan Land Use
Designation for the Town Center Neighborhood. No changes to density are
proposed as part of this action.
2. That the design or improvement of the proposed subdivision is consistent with
applicable general and specific plans.
The design and improvement of the subdivision is consistent with the applicable
Specific Plan requirements for lot standards, the circulation, and distribution of land
uses. No changes to design or improvement are proposed as part of this action.
3. That the site is physically suitable for the type of development.
The site is physically suitable for the mix of single-family and multi-family housing
development. The site has suitable access, grading, drainage, and zoning to allow
the development.
4. That the site is physically suitable for the proposed density of development.
The site is physically suitable for the density of development. The allowable density
for the site has been evaluated by the General Plan. The Applicant has prepared
the appropriate technical studies to assess that the site is physically suitable to
Page 16 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
3
develop. The MND for the Specific Plan identifies required mitigation. No changes
to density are proposed as part of this action.
5. That the design of the subdivision or the improvements are not likely to cause
substantial environmental damage or substantially and unavoidably injure fish or
wildlife or their habitat.
The design of the subdivision and improvements will not cause damage or
substantially injure wildlife habitat. The subject property is in an urbanized area of
Palm Desert and is adjacent to major roadways, including Gerald Ford Drive. The
site is vacant and surrounded by residential development to the west and
commercial development to the east. A biological assessment of the site was
prepared for the Specific Plan and did not identify suitable habitats for wildlife that
could be damaged or affected as a result of the development of the Project.
Ground-disturbing activities for the development of the Project shall comply with
the Migratory Bird Treaty Act, as well as preparation of a burrowing owl survey
prior to ground-disturbing activities and prior to the removal of vegetation or tree
removal shall ensure no habitat is damaged.
6. That the design of the subdivision or the type of improvements is not likely to cause
serious public health problems.
The design of the subdivision is not likely to cause serious health problems. The
Project is not located within a hazardous area that would be subject to flooding,
liquefaction, landslides, fault zones, or other natural hazards. The Project does not
generate adverse effects that would cause public health problems. Ground-
disturbing activities are conditioned to prepare plans to control fugitive dust. The
access locations to the subdivision have been evaluated in accordance with the
Specific Plan and will not adversely affect public health.
SECTION 3. Project Approval. The Planning Commission approval for a revision to
the approved pad elevations for Tentative Tract Map 38434, subject to the Conditions of
Approval attached hereto as Exhibit “A” and subject to the pad elevation matrix attached
hereto as Exhibit “B”.
ADOPTED ON March 5, 2024
JOSEPH PRADETTO
CHAIRPERSON
ATTEST:
RICHARD D. CANNONE, AICP
SECRETARY
Page 17 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
4
I, Richard D. Cannone, AICP, Secretary of the City of Palm Desert, hereby certify that
Resolution No. 2858 is a full, true, and correct copy, and was duly adopted at a regular
meeting of the Planning Commission of the City of Palm Desert on March 5, 2024, by the
following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
RECUSED:
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City
of Palm Desert, California, on March 5, 2024.
RICHARD D. CANNONE, AICP
SECRETARY
Page 18 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
5
EXHIBIT A
CONDITIONS OF APPROVAL
CASE NO. TTM 38434
PLANNING DIVISION:
1. The development of the property shall conform substantially with exhibits on file with the
Development Services Department, as modified by the following conditions.
2. The approved pad elevations for this project shall remain consistent with the pad
elevations identified on Exhibit B of this resolution, as shown on the Rough Grading plan
dated 2-12-2024, prepared by MSA Consulting, as part of Rough Grading permit RG23-
0005.
3. The Applicant agrees that in the event of any administrative, legal, or equitable action
instituted by a third party challenging the validity of any of the procedures leading to the
adoption of these project approvals for the Project, or the project approvals themselves,
the Developer and City each shall have the right, in their sole discretion, to elect whether
or not to defend such action. Developer, at its sole expense, shall defend, indemnify, and
hold harmless the City (including its agents, officers, and employees) from any such
action, claim, or proceeding with counsel chosen by the City, subject to the Developer’s
approval of counsel, which shall not be unreasonably denied, and at the Developer’s sole
expense. If the City is aware of such an action or proceeding, it shall promptly notify the
Developer and cooperate in the defense. The Developer, upon such notification, shall
deposit with City sufficient funds in the judgment of the City Finance Director to cover the
expense of defending such action without any offset or claim against said deposit to
assure that the City expends no City funds. If both Parties elect to defend, the Parties
hereby agree to affirmatively cooperate in defending said action and to execute a joint
defense and confidentiality agreement in order to share and protect the information under
the joint defense privilege recognized under applicable law. As part of the cooperation in
defending an action, City and Developer shall coordinate their defense in order to make
the most efficient use of legal counsel and to share and protect information. Developer
and City shall each have sole discretion to terminate its defense at any time. The City
shall not settle any third-party litigation of project approvals without the Developer’s
consent, which consent shall not be unreasonably withheld, conditioned, or delayed
unless the Developer materially breaches this indemnification requirement.
4. All conditions of approved included in Planning Commission Resolution No. 2841 shall be
adhered to as part of this approval and project.
END OF CONDITIONS OF APPROVAL
Page 19 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
6
Exhibit B
Approved Pad Elevations Matrix
Tentative
Tract Map Lot
Number
Tentative
Tract Map Lot
Pad
Elevations
Final Tract
Map Lot
Number
Final Tract
Map Lot Pad
Elevations
Difference
FTM-TTM Final Tract Number
1 294.4 1 294.5 0.1 38434-1 (Phase 1)
2 294.2 2 294.2 0.0 38434-1 (Phase 1)
3 293.9 3 294.0 0.1 38434-1 (Phase 1)
4 293.7 4 293.7 0.0 38434-1 (Phase 1)
5 293.4 5 293.4 0.0 38434-1 (Phase 1)
6 294.0 6 293.4 -0.6 38434-1 (Phase 1)
7 293.8 7 293.7 -0.1 38434-1 (Phase 1)
8 293.6 8 294.0 0.4 38434-1 (Phase 1)
9 294.1 9 293.4 -0.7 38434-1 (Phase 1)
10 294.3 10 293.8 -0.5 38434-1 (Phase 1)
11 294.5 11 294.2 -0.3 38434-1 (Phase 1)
12 294.8 1 294.6 -0.2 38434 (Phase 2)
13 295.0 2 294.8 -0.2 38434 (Phase 2)
14 295.3 3 295.1 -0.2 38434 (Phase 2)
15 295.5 4 295.3 -0.2 38434 (Phase 2)
16 295.8 5 295.6 -0.2 38434 (Phase 2)
17 296.0 6 295.9 -0.1 38434 (Phase 2)
18 296.2 7 296.2 0.0 38434 (Phase 2)
19 296.5 8 296.3 -0.2 38434 (Phase 2)
20 297.0 9 296.5 -0.5 38434 (Phase 2)
21 297.2 10 296.9 -0.3 38434 (Phase 2)
22 297.5 11 297.2 -0.3 38434 (Phase 2)
23 297.7 12 297.5 -0.2 38434 (Phase 2)
24 297.9 13 297.8 -0.1 38434 (Phase 2)
25 298.2 14 298.1 -0.1 38434 (Phase 2)
26 298.4 15 298.4 0.0 38434 (Phase 2)
27 298.7 16 298.7 0.0 38434 (Phase 2)
28 298.9 17 298.9 0.0 38434 (Phase 2)
29 299.1 18 298.7 -0.4 38434 (Phase 2)
30 299.3 19 298.8 -0.5 38434 (Phase 2)
31 299.7 20 299.2 -0.5 38434 (Phase 2)
32 299.9 21 299.4 -0.5 38434 (Phase 2)
33 300.1 22 299.6 -0.5 38434 (Phase 2)
Page 20 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
7
34 300.4 23 300.0 -0.4 38434 (Phase 2)
35 300.6 24 300.4 -0.2 38434 (Phase 2)
36 300.8 25 300.8 0.0 38434 (Phase 2)
37 301.1 26 300.8 -0.3 38434 (Phase 2)
38 301.5 27 301.3 -0.2 38434 (Phase 2)
39 301.8 28 301.6 -0.2 38434 (Phase 2)
40 302.0 29 301.9 -0.1 38434 (Phase 2)
41 302.3 30 302.2 -0.1 38434 (Phase 2)
42 302.5 31 302.5 0.0 38434 (Phase 2)
43 302.7 32 302.8 0.1 38434 (Phase 2)
44 303.0 33 303.1 0.1 38434 (Phase 2)
45 303.2 34 303.4 0.2 38434 (Phase 2)
46 304.0 35 303.7 -0.3 38434 (Phase 2)
47 304.0 36 303.7 -0.3 38434 (Phase 2)
48 303.8 37 303.4 -0.4 38434 (Phase 2)
49 303.5 38 303.1 -0.4 38434 (Phase 2)
50 303.2 39 302.8 -0.4 38434 (Phase 2)
51 303.7 40 303.2 -0.5 38434 (Phase 2)
52 303.9 41 303.9 0.0 38434 (Phase 2)
53 303.7 42 304.0 0.3 38434 (Phase 2)
54 303.6 43 303.7 0.1 38434 (Phase 2)
55 304.6 44 304.1 -0.5 38434 (Phase 2)
56 304.6 45 304.8 0.2 38434 (Phase 2)
57 305.0 46 304.5 -0.5 38434 (Phase 2)
58 306.1 47 305.6 -0.5 38434 (Phase 2)
59 306.5 48 306.2 -0.3 38434 (Phase 2)
60 307.0 49 306.8 -0.2 38434 (Phase 2)
61 307.5 50 307.4 -0.1 38434 (Phase 2)
62 308.0 51 307.9 -0.1 38434 (Phase 2)
63 308.5 52 308.3 -0.2 38434 (Phase 2)
64 308.5 53 308.3 -0.2 38434 (Phase 2)
65 308.0 54 307.9 -0.1 38434 (Phase 2)
66 308.0 33 307.6 -0.4 38434-1 (Phase 1)
67 308.2 34 307.9 -0.3 38434-1 (Phase 1)
68 307.9 35 307.7 -0.2 38434-1 (Phase 1)
69 307.7 36 307.4 -0.3 38434-1 (Phase 1)
70 308.8 37 308.5 -0.3 38434-1 (Phase 1)
71 309.8 38 309.5 -0.3 38434-1 (Phase 1)
72 310.8 39 310.3 -0.5 38434-1 (Phase 1)
73 311.7 40 311.7 0.0 38434-1 (Phase 1)
74 312.7 41 313.3 0.6 38434-1 (Phase 1)
Page 21 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
8
75 313.6 42 314.3 0.7 38434-1 (Phase 1)
76 314.4 43 314.7 0.3 38434-1 (Phase 1)
77 315.1 44 315.2 0.1 38434-1 (Phase 1)
78 315.4 45 315.7 0.3 38434-1 (Phase 1)
79 316.2 46 316.1 -0.1 38434-1 (Phase 1)
80 316.9 47 316.7 -0.2 38434-1 (Phase 1)
81 317.7 48 317.6 -0.1 38434-1 (Phase 1)
82 318.5 49 318.4 -0.1 38434-1 (Phase 1)
83 318.0 50 319.4 1.4 38434-1 (Phase 1)
84 319.7 51 319.9 0.2 38434-1 (Phase 1)
85 317.2 52 317.9 0.7 38434-1 (Phase 1)
86 316.2 53 317.0 0.8 38434-1 (Phase 1)
87 315.0 54 315.9 0.9 38434-1 (Phase 1)
88 313.8 55 314.9 1.1 38434-1 (Phase 1)
89 312.6 56 313.9 1.3 38434-1 (Phase 1)
90 311.3 57 312.6 1.3 38434-1 (Phase 1)
91 310.6 58 311.3 0.7 38434-1 (Phase 1)
92 310.5 59 310.0 -0.5 38434-1 (Phase 1)
93 311.2 60 312.5 1.3 38434-1 (Phase 1)
94 312.4 61 313.8 1.4 38434-1 (Phase 1)
95 313.7 62 314.9 1.2 38434-1 (Phase 1)
96 314.9 63 315.8 0.9 38434-1 (Phase 1)
97 316.1 64 316.7 0.6 38434-1 (Phase 1)
98 317.2 65 317.5 0.3 38434-1 (Phase 1)
99 314.2 66 315.0 0.8 38434-1 (Phase 1)
100 313.3 67 314.0 0.7 38434-1 (Phase 1)
101 312.2 68 313.0 0.8 38434-1 (Phase 1)
102 311.1 69 311.9 0.8 38434-1 (Phase 1)
103 310.0 70 311.0 1.0 38434-1 (Phase 1)
104 309.0 71 310.0 1.0 38434-1 (Phase 1)
105 305.8 72 307.1 1.3 38434-1 (Phase 1)
106 304.8 73 306.0 1.2 38434-1 (Phase 1)
107 303.8 74 304.9 1.1 38434-1 (Phase 1)
108 302.7 75 303.7 1.0 38434-1 (Phase 1)
109 301.6 76 302.5 0.9 38434-1 (Phase 1)
110 300.5 77 301.3 0.8 38434-1 (Phase 1)
111 299.4 78 300.2 0.8 38434-1 (Phase 1)
112 298.3 79 299.0 0.7 38434-1 (Phase 1)
113 297.2 80 297.9 0.7 38434-1 (Phase 1)
114 296.2 81 296.8 0.6 38434-1 (Phase 1)
115 295.1 82 295.7 0.6 38434-1 (Phase 1)
Page 22 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
9
116 294.0 83 294.6 0.6 38434-1 (Phase 1)
117 292.9 84 293.6 0.7 38434-1 (Phase 1)
118 295.9 85 295.9 0.0 38434-1 (Phase 1)
119 297.0 86 296.6 -0.4 38434-1 (Phase 1)
120 298.1 87 298.8 0.7 38434-1 (Phase 1)
121 299.2 88 299.9 0.7 38434-1 (Phase 1)
122 300.3 89 301.1 0.8 38434-1 (Phase 1)
123 301.4 90 302.3 0.9 38434-1 (Phase 1)
124 302.4 91 303.4 1.0 38434-1 (Phase 1)
125 303.5 92 304.6 1.1 38434-1 (Phase 1)
126 304.6 93 305.8 1.2 38434-1 (Phase 1)
127 305.7 94 307.0 1.3 38434-1 (Phase 1)
128 306.8 95 308.1 1.3 38434-1 (Phase 1)
129 307.9 96 309.1 1.2 38434-1 (Phase 1)
130 309.0 97 310.0 1.0 38434-1 (Phase 1)
131 310.0 98 311.0 1.0 38434-1 (Phase 1)
132 311.1 99 311.9 0.8 38434-1 (Phase 1)
133 312.2 100 313.0 0.8 38434-1 (Phase 1)
134 313.3 101 314.0 0.7 38434-1 (Phase 1)
135 314.2 102 314.8 0.6 38434-1 (Phase 1)
136 312.4 103 311.6 -0.8 38434-1 (Phase 1)
137 308.8 104 309.1 0.3 38434-1 (Phase 1)
138 308.8 105 308.2 -0.6 38434-1 (Phase 1)
139 306.0 106 307.3 1.3 38434-1 (Phase 1)
140 304.7 107 306.1 1.4 38434-1 (Phase 1)
141 303.6 108 304.8 1.2 38434-1 (Phase 1)
142 302.5 109 303.6 1.1 38434-1 (Phase 1)
143 301.4 110 302.3 0.9 38434-1 (Phase 1)
144 300.3 111 301.1 0.8 38434-1 (Phase 1)
145 299.3 112 299.8 0.5 38434-1 (Phase 1)
146 298.2 113 298.6 0.4 38434-1 (Phase 1)
147 297.1 114 297.4 0.3 38434-1 (Phase 1)
148 296.0 115 296.3 0.3 38434-1 (Phase 1)
149 295.0 116 295.2 0.2 38434-1 (Phase 1)
150 305.7 117 306.1 0.4 38434-1 (Phase 1)
151 305.9 118 305.8 -0.1 38434-1 (Phase 1)
152 306.1 119 305.6 -0.5 38434-1 (Phase 1)
153 306.4 120 305.9 -0.5 38434-1 (Phase 1)
154 306.6 121 306.1 -0.5 38434-1 (Phase 1)
155 306.8 122 306.3 -0.5 38434-1 (Phase 1)
156 307.0 123 306.7 -0.3 38434-1 (Phase 1)
Page 23 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
10
157 307.0 124 306.8 -0.2 38434-1 (Phase 1)
158 306.4 125 306.3 -0.1 38434-1 (Phase 1)
159 305.8 126 305.9 0.1 38434-1 (Phase 1)
160 305.3 127 305.7 0.4 38434-1 (Phase 1)
161 304.9 128 305.0 0.1 38434-1 (Phase 1)
162 304.3 129 304.7 0.4 38434-1 (Phase 1)
163 303.8 130 304.1 0.3 38434-1 (Phase 1)
164 303.2 131 303.5 0.3 38434-1 (Phase 1)
165 302.7 132 302.8 0.1 38434-1 (Phase 1)
166 302.1 133 302.3 0.2 38434-1 (Phase 1)
167 301.5 134 302.0 0.5 38434-1 (Phase 1)
168 301.0 135 301.7 0.7 38434-1 (Phase 1)
169 303.1 23 303.8 0.7 38434-1 (Phase 1)
170 303.6 24 304.3 0.7 38434-1 (Phase 1)
171 304.1 25 304.7 0.6 38434-1 (Phase 1)
172 305.5 26 305.1 -0.4 38434-1 (Phase 1)
173 305.5 27 305.5 0.0 38434-1 (Phase 1)
174 305.5 28 305.8 0.3 38434-1 (Phase 1)
175 306.0 29 306.0 0.0 38434-1 (Phase 1)
176 306.3 30 306.3 0.0 38434-1 (Phase 1)
177 306.7 31 306.6 -0.1 38434-1 (Phase 1)
178 307.0 32 307.1 0.1 38434-1 (Phase 1)
179 307.0 55 307.2 0.2 38434 (Phase 2)
180 306.7 56 306.5 -0.2 38434 (Phase 2)
181 306.3 57 306.0 -0.3 38434 (Phase 2)
182 306.0 58 305.5 -0.5 38434 (Phase 2)
183 305.7 59 305.2 -0.5 38434 (Phase 2)
184 305.5 60 305.0 -0.5 38434 (Phase 2)
185 305.8 76 305.3 -0.5 38434 (Phase 2)
186 306.0 77 305.5 -0.5 38434 (Phase 2)
187 306.3 78 305.8 -0.5 38434 (Phase 2)
188 306.5 79 306.0 -0.5 38434 (Phase 2)
189 306.7 80 306.3 -0.4 38434 (Phase 2)
190 307.0 81 306.5 -0.5 38434 (Phase 2)
191 305.1 82 304.6 -0.5 38434 (Phase 2)
192 304.2 83 303.7 -0.5 38434 (Phase 2)
193 303.7 84 303.2 -0.5 38434 (Phase 2)
194 303.1 85 303.0 -0.1 38434 (Phase 2)
195 302.5 86 302.2 -0.3 38434 (Phase 2)
196 302.0 87 301.8 -0.2 38434 (Phase 2)
197 301.6 88 301.5 -0.1 38434 (Phase 2)
Page 24 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
11
198 301.6 104 301.5 -0.1 38434 (Phase 2)
199 302.2 105 302.0 -0.2 38434 (Phase 2)
200 302.6 106 302.2 -0.4 38434 (Phase 2)
201 303.0 107 302.5 -0.5 38434 (Phase 2)
202 303.4 108 302.9 -0.5 38434 (Phase 2)
203 303.8 109 303.3 -0.5 38434 (Phase 2)
204 304.2 110 303.7 -0.5 38434 (Phase 2)
205 304.7 111 304.3 -0.4 38434 (Phase 2)
206 302.9 112 302.9 0.0 38434 (Phase 2)
207 302.8 113 302.7 -0.1 38434 (Phase 2)
208 302.6 114 302.5 -0.1 38434 (Phase 2)
209 302.4 115 302.3 -0.1 38434 (Phase 2)
210 302.2 116 302.0 -0.2 38434 (Phase 2)
211 301.9 117 301.7 -0.2 38434 (Phase 2)
212 301.7 118 301.4 -0.3 38434 (Phase 2)
213 301.5 119 301.2 -0.3 38434 (Phase 2)
214 301.2 120 300.8 -0.4 38434 (Phase 2)
215 301.0 121 300.6 -0.4 38434 (Phase 2)
216 301.1 138 300.6 -0.5 38434 (Phase 2)
217 301.3 139 300.9 -0.4 38434 (Phase 2)
218 301.4 140 301.1 -0.3 38434 (Phase 2)
219 301.6 141 301.3 -0.3 38434 (Phase 2)
220 301.8 142 301.6 -0.2 38434 (Phase 2)
221 302.0 143 301.8 -0.2 38434 (Phase 2)
222 302.2 144 302.0 -0.2 38434 (Phase 2)
223 302.4 145 302.3 -0.1 38434 (Phase 2)
224 302.6 146 302.5 -0.1 38434 (Phase 2)
225 302.8 147 302.7 -0.1 38434 (Phase 2)
226 302.9 148 302.9 0.0 38434 (Phase 2)
227 302.2 149 301.9 -0.3 38434 (Phase 2)
228 302.0 150 301.7 -0.3 38434 (Phase 2)
229 301.8 151 301.5 -0.3 38434 (Phase 2)
230 301.2 152 301.2 0.0 38434 (Phase 2)
231 301.4 153 300.9 -0.5 38434 (Phase 2)
232 301.1 154 300.7 -0.4 38434 (Phase 2)
233 300.9 155 300.4 -0.5 38434 (Phase 2)
234 300.7 156 300.1 -0.6 38434 (Phase 2)
235 300.5 157 299.8 -0.7 38434 (Phase 2)
236 300.3 158 299.6 -0.7 38434 (Phase 2)
237 300.4 173 299.9 -0.5 38434 (Phase 2)
238 300.6 174 300.1 -0.5 38434 (Phase 2)
Page 25 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
12
239 300.8 175 300.3 -0.5 38434 (Phase 2)
240 301.0 176 300.5 -0.5 38434 (Phase 2)
241 301.2 177 300.7 -0.5 38434 (Phase 2)
242 301.4 178 301.0 -0.4 38434 (Phase 2)
243 301.6 179 301.2 -0.4 38434 (Phase 2)
244 301.8 180 301.5 -0.3 38434 (Phase 2)
245 302.0 181 301.7 -0.3 38434 (Phase 2)
246 302.2 182 301.9 -0.3 38434 (Phase 2)
247 303.5 183 303.2 -0.3 38434 (Phase 2)
248 302.8 184 302.9 0.1 38434 (Phase 2)
249 302.6 185 302.7 0.1 38434 (Phase 2)
250 302.4 186 302.4 0.0 38434 (Phase 2)
251 302.2 187 302.1 -0.1 38434 (Phase 2)
252 302.0 188 301.9 -0.1 38434 (Phase 2)
253 301.8 189 301.6 -0.2 38434 (Phase 2)
254 301.6 190 301.4 -0.2 38434 (Phase 2)
255 301.4 191 301.1 -0.3 38434 (Phase 2)
256 301.0 192 300.6 -0.4 38434 (Phase 2)
257 300.0 193 300.3 0.3 38434 (Phase 2)
258 300.6 194 300.1 -0.5 38434 (Phase 2)
259 300.4 195 299.9 -0.5 38434 (Phase 2)
260 300.2 196 299.7 -0.5 38434 (Phase 2)
261 300.0 197 299.5 -0.5 38434 (Phase 2)
262 298.9 166 298.6 -0.3 38434 (Phase 2)
263 299.1 167 299.0 -0.1 38434 (Phase 2)
264 299.3 168 299.3 0.0 38434 (Phase 2)
265 299.5 169 299.6 0.1 38434 (Phase 2)
266 299.7 170 299.8 0.1 38434 (Phase 2)
267 299.9 171 300.1 0.2 38434 (Phase 2)
268 300.1 172 300.3 0.2 38434 (Phase 2)
269 300.0 159 300.4 0.4 38434 (Phase 2)
270 300.0 160 300.2 0.2 38434 (Phase 2)
271 299.8 161 300.0 0.2 38434 (Phase 2)
272 299.5 162 299.7 0.2 38434 (Phase 2)
273 299.3 163 299.3 0.0 38434 (Phase 2)
274 299.1 164 299.0 -0.1 38434 (Phase 2)
275 298.9 165 298.6 -0.3 38434 (Phase 2)
276 297.9 130 297.8 -0.1 38434 (Phase 2)
277 298.1 131 298.0 -0.1 38434 (Phase 2)
278 298.3 132 298.2 -0.1 38434 (Phase 2)
279 298.5 133 298.5 0.0 38434 (Phase 2)
Page 26 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
13
280 298.7 134 298.7 0.0 38434 (Phase 2)
281 298.8 135 299.0 0.2 38434 (Phase 2)
282 299.0 136 299.2 0.2 38434 (Phase 2)
283 299.2 137 299.5 0.3 38434 (Phase 2)
284 299.4 122 299.7 0.3 38434 (Phase 2)
285 299.3 123 299.5 0.2 38434 (Phase 2)
286 299.1 124 299.3 0.2 38434 (Phase 2)
287 298.8 125 299.0 0.2 38434 (Phase 2)
288 298.6 126 298.6 0.0 38434 (Phase 2)
289 298.4 127 298.2 -0.2 38434 (Phase 2)
290 298.1 128 297.8 -0.3 38434 (Phase 2)
291 297.9 129 297.5 -0.4 38434 (Phase 2)
292 296.9 97 296.8 -0.1 38434 (Phase 2)
293 297.3 98 297.4 0.1 38434 (Phase 2)
294 297.7 99 297.9 0.2 38434 (Phase 2)
295 298.1 100 298.5 0.4 38434 (Phase 2)
296 298.7 101 299.0 0.3 38434 (Phase 2)
297 299.4 102 299.6 0.2 38434 (Phase 2)
298 300.1 103 300.2 0.1 38434 (Phase 2)
299 300.3 89 300.4 0.1 38434 (Phase 2)
300 299.8 90 300.0 0.2 38434 (Phase 2)
301 299.4 91 299.6 0.2 38434 (Phase 2)
302 299.0 92 299.2 0.2 38434 (Phase 2)
303 298.5 93 298.9 0.4 38434 (Phase 2)
304 298.1 94 298.5 0.4 38434 (Phase 2)
305 297.6 95 297.8 0.2 38434 (Phase 2)
306 296.9 96 296.8 -0.1 38434 (Phase 2)
307 296.0 68 295.7 -0.3 38434 (Phase 2)
308 296.2 69 296.3 0.1 38434 (Phase 2)
309 296.4 70 296.6 0.2 38434 (Phase 2)
310 296.7 71 296.8 0.1 38434 (Phase 2)
311 296.9 72 297.1 0.2 38434 (Phase 2)
312 297.2 73 297.5 0.3 38434 (Phase 2)
313 297.6 74 297.9 0.3 38434 (Phase 2)
314 297.8 75 298.1 0.3 38434 (Phase 2)
315 297.6 61 297.9 0.3 38434 (Phase 2)
316 297.3 62 297.6 0.3 38434 (Phase 2)
317 297.1 63 297.3 0.2 38434 (Phase 2)
318 297.8 64 297.0 -0.8 38434 (Phase 2)
319 296.6 65 296.8 0.2 38434 (Phase 2)
320 296.4 66 296.5 0.1 38434 (Phase 2)
Page 27 of 43
PLANNING COMMISSION RESOLUTION NO. 2859
14
321 296.1 67 296.0 -0.1 38434 (Phase 2)
322 294.9 22 294.8 -0.1 38434-1 (Phase 1)
323 295.1 21 295.1 0.0 38434-1 (Phase 1)
324 295.3 20 295.4 0.1 38434-1 (Phase 1)
325 295.5 19 295.7 0.2 38434-1 (Phase 1)
326 295.7 18 296.1 0.4 38434-1 (Phase 1)
327 295.9 17 296.4 0.5 38434-1 (Phase 1)
328 296.1 16 296.7 0.6 38434-1 (Phase 1)
329 296.2 15 296.9 0.7 38434-1 (Phase 1)
330 295.0 12 294.9 -0.1 38434-1 (Phase 1)
331 295.3 13 295.4 0.1 38434-1 (Phase 1)
332 295.5 14 295.7 0.2 38434-1 (Phase 1)
Page 28 of 43
ANY MODIFICATION OF THIS PLANMUST BE APPROVED BY THE CITYPRIOR TO CONSTRUCTIONCITY PERMIT #:CITY ISSUE DATE:FOR CITY USE ONLYN.T.S.VICINITY MAPBOB HOPE DRIVE GERALDRAMON ROADFRANKMONTEREYPORTOLAAVENUEAVENUEDINAH SHORECOUNTRY CLUB DRIVE PINTERSTATE 10CITY OFRANCHOCOOK STREETMIRAGECITY OFPALMDESERTDRIVESINATRA DR.FORD DRIVESITEMSA CONSULTING,INC.CivilEngineeringLandSurveyingLandscapeArchitecturePlanningEnvironmentalServicesDryUtilityCoordinationGIS34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comJULIE LANEIR:\2636\Acad\Grading\Rough\SHEETS\REVISION 1\2636 ROUGH GRADING 01.dwg, 1/16/2024 11:54:48 AM, fstanway, MSA Consulting, Inc.1/16/20242-12-24Page 29 of 43
MH
MH
275280
280
280280
280
280
280
280
280
285285
285
285 285285290290 290290
295 295295295
300
300
300
300
OBS.Under ConstructionUnder Construction300
APN 694-310-0068 9 8
9 10 11 12 13 14 15 16 17
LOT MLOT 86
PE 296.6
LOT 85
PE 295.9
LOT 87
PE 298.8
LOT 88
PE 299.9
LOT 76
PE 302.5
LOT 77
PE 301.3
LOT 78
PE 300.2
LOT 79
PE 299.0
LOT 80
PE 297.9
LOT 81
PE 296.8
LOT 82
PE 295.7
PE 303.7
LOT "O"
LOT 83
PE 294.6
LOT 84
PE 293.6
LOT 89
PE 301.1
LOT 90
PE 302.3
LOT 91
PE 303.4
LOT ''O''LOT ''B''RETENTION BASIN
BTM=269.0
LOT 8
NG 293.8
LOT 9
NG 293.4
LOT 8
NG 290.4
LOT 10
NG 285.5
LOT 9
NG 286.5
LOT 11
NG 284.2
LOT 12
NG 283.0
LOT 13
NG 281.9
LOT 14
NG 280.3
LOT 15
NG 278.9
LOT 16
NG 277.2
LOT 17
NG 275.5
10+00.00 EXPLORER DRIVE=
21+38.97 JULIE DRIVE
TP=288.43
\A1;72'
\A1;20'\A1;20'
\A1;12'\A1;60'\A1;30'\A1;30'\A1;22'\A1;22'\A1;80'\A1;24'\A1;24'\A1;10'\A1;10'\A1;10'
\A1;56'\A1;18'\A1;18'\A1;10'\A1;10'
2:1
MAX
PHASE 1 ROUGH GRADING BOUNDARYTRACT BOUNDARY / LIMITS OF GRADING
TRACT BOUNDARY - LIMITS OF PHASE 1 ROUGH GRADING
JUILE LANEFIRE DEPT ACCESS ROADTEMP. DETENTION BASIN
70'x240'Lx3'D
50,400 CF CAPACITY
290 286287 273
280
284
285 280280 280
279
281
279282302
295
300
284289
290
285
285
TEMP. DETENTION BASIN
70'x140'Lx3'D
29,400 CF CAPACITY
290
289
290
285
290
285
288288304
303302301300299298297296295294293292291290292
290
289
288
295
294
293
292
291
288
287
283 283
301
300
299
298
297
296
295
294
293
292
291
290
288
287
289296
285285 285285285285JULIE DRIVEEXPLORER DRIVESTREET E3:1MAX3:1MAX3:1MAX3:1MAX2:1
MAX
3:1MAX3:1MAX3:1
MAX
2:1MAXTC 288.57
FL 288.07
TC 288.60
FL 288.10
TC 288.71FL 288.21TC 288.04
FL 287.54
TC 288.15
FL 287.65
TC 288.33FL 287.832:1 N 89%%D54'53" E274.39'353.99'L1747.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'49.49'78.59'50.00'50.00'51.27'55.00'83.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'52.00'83.00'
20.82'
R=30.00'
L=22.89'65.77'N 89%%D56'24" W74.61'13+67.11 EXPLORER DRIVE
10+00.00 FIRE ACCESS ROAD
TP=285.43
EMERGENCY 24' ACCESS EASEMENT PER DOC. __________
REC. __________ 0.R.
\A1;24'VITALIA APARTMENTSPP/CUP 21-0004EXISTING 6' BLOCK WALLEXISTING 6' BLOCK WALL
296 295 296
297 296 297
298 297 298
299 298 299
300 299
301 300 301 302300298296298295293292291288289
290
290287285284283281296
295
294
293
292
291
5:1 ACCESS5:1 ACCESSLOT "K"EXISTING 6' METAL FENCELOT "O"LOT "T"LOT "U"
LOT 333
4:1 MAX
4:1 MAX 280282
EMERGENCY
OVERFLOW EMERGENCY
OVERFLOW
LOT "L"
RET. BASIN
BTM=279.03:13:14:1 MAX
4:1 MAX
275
4:1 MAX 5:1 ACCESSFUTURE EMERGENCY
OVERFLOW STRUCT. PER
STREET IMPV'T PLANS
275
270
FUTURE EMERGENCY
OVERFLOW STRUCT.
PER
STREET IMPV'T PLANS
OVERFLOWOVERFLOW\A1;10'28618+68.62 EXPLORER DRIVE
12+23.00 VITALIA WAY
TP=281.37
10+00.00 EXIST. ENTRY RD=
12+83.00 VITALIA WAY
TP=280.88
PE= 284.0
MHOBS.Under ConstructionUnder ConstructionNOPARKINGNOPARKINGNOPARKINGUSPSNOPARKINGVANVANVANGUESTGUESTGUESTGUESTMAILVAN VANVANBO
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
MH
2902902907
8
10+00.00 EXPLORER
DRIVE=
21+38.97 JULIE DRIVE
TP=288.43\A1;80'\A1;24'\A1;24'\A1;10'JUILE LANE287TC 288.57
FL 288.07
TC 288.60
FL 288.10
TC 288.71FL 288.21TC 290.63FL 290.13TC 290.37FL 289.87TC 290.01
FL 289.51
JOIN EXIST.
TC 288.04
FL 287.54
TC 288.15
FL 287.65
TC 288.33FL 287.83TC 290.63FL 290.13TC 290.37FL 289.87TC 290.01
FL 289.51
JOIN EXIST.2:1\A1;10'
8
OF
SHEET
CITY FILE NUMBER
SHEETS
%%UBENCHMARK PD-101
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 231.83'%%UDATUM
NGVD88APPROVED BY:
JULIAN A. DE LA TORRE, R.C.E. NO. 43880
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY OF PALM DESERT
TRACT MAP NO. 38434
EXPLORE PALM DESERT
BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M.
PHASE 1 ROUGH GRADING
CITY OF PALM DESERT
{DEPARTMENT OF DEVELOPMENT SERVICES}
DATE
TRAFFICLANDSCAPE
CIVIL
%%UPLAN CHECKED BY:
BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST}
2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST
CORNER OF PORTOLA AVENUE AT GERALD FORD
DRIVE.
NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
RJB
RJB
MR
CHECKED BY
DRAWN BY
DESIGNED BY
REVIEWED AND RECOMMENDED BY:DATE
MARK BY DATE
ENGINEER CITY
DATEAPPR.REVISIONS
DATE
MIKE ROWE - CITY ENGINEER
R.C.E. 56069
MSA CONSULTING,INC.
Ci v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS
34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880
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I
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ILAF
L
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E
R
I A
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R
R
A
TALE
.A
NIEF
E
L
N
I
N
E
PHASE 2 MASS GRADINGEXP. DATE:12/31/2024
0'80'
SCALE 1"=40'
40'120'160'
2
MATCHLINE SEE SHEET NO. 3
MATCHLINE SEE SHEET NO. 5B
B
D
D
CC
AA
JULIE LANE PLAN
SEE ABOVE RIGHT HEREON
JULIE LANE PLAN
KK
R:\2636\Acad\Grading\Rough\SHEETS\REVISION 1\2636 ROUGH GRADING 02.dwg, 2/8/2024 3:33:52 PM, rbutler, MSA Consulting, Inc.2-12-24
Page 30 of 43
LOT 43
PE 314.7
LOT 44
PE 315.2
LOT 45
PE 315.7
LOT 46
PE 316.1
LOT 66
PE 315.0
LOT 67
PE 314.0
LOT 68
PE 313.0
LOT 75
LOT 74
PE 304.9
LOT 73
PE 306.0
LOT 72
PE 307.1
LOT 71
PE 310.0
LOT 70
PE 311.0
LOT 69
PE 311.9
LOT 92
PE 304.6
LOT 93
PE 305.8
LOT 94
PE 307.0
LOT 95
PE 308.1
LOT 96
PE 309.1
LOT 97
PE 310.0
LOT 98
PE 311.0
LOT 99
PE 311.9
LOT 100
PE 313.0
LOT 101
PE 314.0
LOT 102
PE 314.8
LOT 104
PE 309.1
LOT 105
PE 308.2
LOT 106
PE 307.3
LOT 107
10+00.00 PALM PARADISE DRIVE=
13+48.98 HUMMINGBIRD HILLS LANE
TP=314.28
15+70.98 HUMMINGBIRD HILLS LANE=
10+00.00 JULIE DRIVE
TP=316.80
19+69.58 STREET ''D''=
10+00.00 STREET ''F''
TP=308.5
13+65.90 PALM PARADISE DRIVE=
10+00.00 STREET ''D''
TP=306.94
19+44.07
MOJAVE
DESERT
DRIVE=
18+60.62
WILDFLOW
ER WAY
TP=299.62 LOT "N"LOT "C"
PE 317.9
PE 317.0
PE 315.9
PE 314.9
PE 313.9
PE 312.6
PE 311.3
PE 310.0
PE 317.5
PE 316.7
PE 315.8
PE 314.9
PE 313.8
PE 312.5
PE 319.9PE 319.4PE 318.4PE 317.6PE 316.7
\A1;56'\A1;18'\A1;18'\A1;10'\A1;10'
LOT 47 LOT 48 LOT 49 LOT 50 LOT 51
LOT 52
LOT 53
LOT 54
LOT 55
LOT 61
LOT 60
LOT 59
LOT 58
LOT 57
LOT 56
LOT 62
LOT 63
LOT 64
LOT 65
PHASE 1 ROUGH GRADING BOUNDARY\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'TRACT BOUNDARY/LIMITS OF GRADING
PE 306.1
LOT 108
PE 304.8
LOT 109
PE 303.6
LOT 110
PE 302.3
LOT 111
PE 301.1
LOT 112
PE 299.8
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'\A1;56'\A1;18'\A1;18'\A1;10'\A1;10'307306
305300306 310305
303
297305300300TC 306.57FL 306.07TC 306.89FL 306.392.0%6.8%PALM PARADISE DRIVEJULIE DRIVEHUMMINGBIRD HILLS DRIVEHUMMINGBIRD HILLS LANE
STREET D
2:1
MAX2:1MAX2:1MAXL1521.14'68.00'
83.00'41.00'47.00'83.00'47.00'83.00'47.00'83.00'47.00'83.00'50.90'21.21'68.00'
53.00'53.00'53.00'53.00'93.35'93.40'93.46'93.51'56.00'83.00'41.00'21.14'68.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'83.00'47.00'72.21'60.00'100.75'60.00'93.15'60.00'93.00'50.00'93.00'50.00'93.00'50.00'93.00'50.00'93.00'50.00'50.52'69.87'93.29'53.00'53.00'53.00'39.87'
68.00'21.18'41.00'83.00'56.00'47.00'83.00'47.00'47.00'83.00'47.00'47.00'47.00'93.07'
83.00'
83.00'
93.18'56.00'93.23'93.18'93.12'53.00'53.00'53.00'53.00'60.00'93.00'60.03'53.00'53.00'53.00'53.00'53.00'93.06'56.00'47.00'47.00'47.00'47.00'68.00'21.21'41.00'47.00'47.00'47.00'47.00'78.00'21.21'37.00'47.00'47.00'47.00'47.00'52.00'47.00'47.00'47.00'47.00'93.08'
93.10'
93.11'
93.13'
83.00'
83.00'
83.00'50.90'21.21'68.00'47.00'47.00'52.92'52.95'47.00'47.00'93.16'
93.15'65.90'82.00'
N 89%%D58'51" E
19.25'
R=30.00'
L=22.89'D=87%%D26'46"R=89.00'L=135.83'2:1MAX2:1
MAX RIVERSIDE CO. POLICE DEPT.SHADOWHILLS GOLF COURSE
EXISTING 6' BLOCK WALL
302 301 302
303 302 303
305 304 305
305306
307 306
307
309 309
310 309 310
311 310 311
312 311 312
313 312
313
313313312314313 315314315316317318317316316
316
314315 315
313 312 313
312 311 312
311 310 311
310 309 310
309309
306 2:1MAX319
315
311 2:1MAX2:1
MAX
308
308 308
308
307
307
302
301 EXISTING 6' BLOCK WALLEXISTING 6' METAL FENCE304
305
306
307
308
309
310 310
309
308
307
306
305
304
303
302
301
306
310
305308300
299
298
297
EXISTING 6' BLOCK WALL
308.50
FL-HP 307.50 306.50 305.50 304.50 303.50
302.50
301.50
300.50
299.50
298.5
FL
295.8
FL- JOIN EXIST.LOT "M"290
290
295295300
300
300
300 300300300300298.2299.4299.4298.3299.3303.3303.2298.6298.3297.6298.1297.6303.4301.3299.8300 300305
305305305305
305
305
310 310310
310
315
315
315315320
320
320
320 320
298.3309.2299.6301.9307.5308.6308.9308.4308.4309.4302.6303.5301.8304.2322.4323.4324.5320.7317.1323.4323.4319.9323.4315.5302.7302.4302.5301.5302.6306.6
NOPARKINGM
M
M
BO
M
M
M
M
M
M
M
M
MMMMMMMM
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M A/VMH MH
OBS.OBS.Conc.Conc.MHMHObscured AreaObscured AreaOBS.OBS.OBS.Obscured AreaNOPARKINGVANNOPARKINGVANLOT 76
PE 302.5
PE 303.7
LOT 90
PE 302.3
LOT 91
PE 303.4
LOT 113
PE 298.6 302304
303302
301
29647.00'83.00'47.00'47.00'83.00'47.00'93.00'
95.45'50.00'83.00'47.00'83.00'47.00'R=30.00'
L=22.89'
\A1;24'300 299
301 300 301 302300298296295300296.4300.4299.6300298.7M
M
M
M
0'80'
SCALE 1"=40'
40'120'160'
3
MATCHLINE SEE SHEET NO.2 MATCHLINE SEE SHEET NO.4A
A
AA AA
A
A
G
G
EE HHEE
LL
8
OF
SHEET
CITY FILE NUMBER
SHEETS
%%UBENCHMARK PD-101
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 231.83'%%UDATUM
NGVD88APPROVED BY:
JULIAN A. DE LA TORRE, R.C.E. NO. 43880
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY OF PALM DESERT
TRACT MAP NO. 38434
EXPLORE PALM DESERT
BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M.
PHASE 1 ROUGH GRADING
CITY OF PALM DESERT
{DEPARTMENT OF DEVELOPMENT SERVICES}
DATE
TRAFFICLANDSCAPE
CIVIL
%%UPLAN CHECKED BY:
BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST}
2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST
CORNER OF PORTOLA AVENUE AT GERALD FORD
DRIVE.
NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
RJB
RJB
MR
CHECKED BY
DRAWN BY
DESIGNED BY
REVIEWED AND RECOMMENDED BY:DATE
MARK BY DATE
ENGINEER CITY
DATEAPPR.REVISIONS
DATE
MIKE ROWE - CITY ENGINEER
R.C.E. 56069
MSA CONSULTING,INC.
Ci v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS
34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880
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PHASE 2 MASS GRADINGEXP. DATE:12/31/2024
R:\2636\Acad\Grading\Rough\SHEETS\REVISION 1\2636 ROUGH GRADING 03.dwg, 2/8/2024 3:35:59 PM, rbutler, MSA Consulting, Inc.2-12-24
Page 31 of 43
LOT 33
PE 307.6
LOT 34
PE 307.9
LOT 35
PE 307.7
LOT 36
PE 307.4
LOT 37
PE 308.5
LOT 38
PE 309.5
LOT 39
PE 310.3
LOT 40
PE 311.7
LOT 41
PE 313.3
LOT 42
PE 314.3
LOT 43
PE 314.7
LOT 123
PE 306.7
LOT "G"
LOT "F"
LOT 92
PE 304.6
LOT 93
PE 305.8
LOT 94
PE 307.0
LOT 95
PE 308.1
LOT 96
PE 309.1
LOT 97
PE 310.0
LOT 98
PE 311.0
LOT 99
PE 311.9
LOT 100
PE 313.0
LOT 101
PE 314.0
LOT 102
PE 314.8
LOT 103
PE 311.6
LOT 104
PE 309.1
LOT 105
PE 308.2
LOT 106
PE 307.3
LOT 107
LOT 122
PE 306.3
LOT 121
PE 306.1
LOT 120
PE 305.9
LOT 119
PE 305.6
LOT 118 LOT 117
LOT 129
PE 304.7
LOT 128
PE 305.0
LOT 127
PE 305.7
LOT 126
LOT 125
PE 306.3
LOT 124
PE 306.8
LOT 27
LOT 28
PE 305.8
LOT 29
PE 306.0
LOT 30
PE 306.3
LOT 31
PE 306.6
LOT 32
PE 307.1
{RET. BASINBTM =302.0}
PE 305.9
PE 307.6
STREET '' K ''RET. BASIN
BTM 294.0
BTM 294.0STREET '' L ''85
84
83
82
19847 48
87
86
75
49 50 51 52 53 54
10+00.00 HUMINGBIRD HILLS LANE
15+10.16 MOJAVE DESERT DRIVE
TP=308.73
16+83.55 MOJAVE DESERT DRIVE=
14+41.77 SUNSET MIRAGE LANE
TP=306.13
10+00.00 SUNSET MIRAGE LANE=
12+89.06 GOLDEN SUN DRIVE
TP=305.8810+00.00 GOLDEN SUN DRIVE=
10+00.00 WILDFLOWER WAY
TP=305.84
10+00.00 STREET ''K''=
12+48.30 STREET ''F'(W)
TP=306.1
19+44.07 MOJAVE DESERT DRIVE=
18+60.62 WILDFLOWER WAY
TP=299.62
10+00.00 STREET ''F''(W)=
10+00.00 STREET ''F''(SW)=
10+00.00 STREET "L"
TP=303.5
PE 307.9PE 308.3PE 308.3PE 307.9
PE 301.5
PE 304.6
PE 303.7
PE 303.2
PE 303.0
PE 302.2
PE 301.8
PE 301.5
PE 306.5
PE 306.3
PE 306.0
PE 305.8
PE 306.2 PE 306.8 PE 307.4
PE 307.2
PE 306.5
PE 306.0
PE 305.5
PE 305.2
PE 305.6
PE 305.5
PE 305.3
PE 298.1
LOT "B"\A1;56'\A1;18'\A1;18'\A1;10'\A1;10'\A1;56'\A1;18'\A1;18'
\A1;10'\A1;10'\A1;10'
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'
BTM 294.0
PHASE 1 ROUGH GRADING BOUNDARY
FG 301.5
FG 300.9
FG 303.6
FG 302.9
FG 302.2
FG 301.8
FG 301.5
FG 300.4
FG 298.1
FG 304.3
FG 306.5
FG 306.3
FG 306.0
FG 305.8
FG 305.5
FG 305.2
FG 305.0
FG 305.2
FG 304.9
FG 304.7
LOT "H"PE 306.1
LOT 108
PE 304.8
LOT 109
PE 303.6
LOT 110
PE 302.3
LOT 111
PE 301.1
LOT 112
PE 305.8 PE 306.1
LOT 135
PE 301.7
LOT 134
PE 302.0
LOT 133
PE 302.3
LOT 132
PE 302.8
LOT 131
PE 303.5
LOT 130
PE 304.1
PE 305.5
LOT 26
PE 305.1
LOT 25
PE 304.7
LOT 24
PE 304.3
LOT 23
PE 303.8
RETENTION BASIN
BTM=291.2
LOT ''O''
PE 305.0 \A1;56'\A1;18'\A1;18'\A1;10'\A1;10'\A1;56'\A1;18'\A1;18'\A1;10'\A1;56'\A1;18'\A1;18'\A1;10'\A1;10'
300
292295300
295
305
302
306
308
305
302
302304SUNSETGOLDEN SUN DRIVE
WILDFLOWER WAY
MOJAVE DESERT DRIVEHUMMINGBIRD HILLS LANE
55
56
57
58
59
60
76
78
79
80
81
3:1MAX2:1MAX3:1MAX
3:1MAX
3:1
MAX 2:1MAX2:1MAX2:1MAX2:1MAX3:1MAXL1
L3
L8 115.87'63.00'63.00'53.00'93.46'93.51'95.09'56.00'68.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'54.20'50.00'45.80'50.52'155.84'72.21'120.69'60.00'100.75'60.00'93.15'60.00'93.00'50.00'93.00'50.00'93.00'50.00'93.00'50.00'93.00'50.00'50.52'69.87'40.21'50.00'60.00'94.22'60.00'
60.00'94.16'60.00'
63.00'94.10'63.00'
63.00'94.03'63.00'
45.00'93.96'45.00'
63.00'93.92'63.00'100.77'63.00'121.12'63.00'154.97'53.00'39.87'
19.80'19.80'21.20'
125.06'36.78'3
88.45'15.47'130.51'
112.85'109.63'106.20'102.43'98.58'100.26'60.65'
78.00'21.21'21.78'26.67'50.00'39.61'93.00'
6 53.72'93.00'53.72'39.61'50.00'26.67'93.00'
93.00'
93.16'93.00'93.00'93.00'93.00'93.00'93.00'93.00'21.21'88.00'19.60'22.87'50.00'50.00'10
93.00'100.64'
96.57'
93.00'
93.00'
93.00'
93.00'93.00'93.00'93.00'21.78'11
50.00'50.00'12
66.
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6 2
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6 2
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5 3 .6 6 '
4 1 .8 4 '
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5 9
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5 9
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'D=30%%D12'30"R=321.00'L=169.24'D=16%%D15'33"R=571.00'L=162.04'44.06'
56.00'136.16'139.49'2:1MAXTRACT BOUNDARY/LIMITS OF GRADING
EXISTING 6' BLOCK WALL
306
306
303
304
302
298
296
297
300
299
300
300
304
303
302
303
302
305 304
304306 306307307306307307304
304
304
303
303302
303301302302301300301
300
299307308309308308305304305304305305306
305
305
304304303
302303 303
301 302302
301 300 301
298 299
298297298311309311311311312311 313312304304305303304FG 307.2
FG 306.5
FG 306.0
FG 305.5
FG 305.2
FG 305.0
4:1 MAX
4:1 MAX
4:1 MAX4:1 MAX
4:1 MAX
4:1 MAX
4:1 MAX
5:1 MAX ACCESS
305305
305
305305FG 305.0FG 306.2FG 306.8FG 307.4FG 307.9FG 308.3FG 307.9FG 302.5
TP 306.1
TP 305.0TP 304.5TP 304.1TP 303.9TP 303.5TP 304.9
TP 303.5TP 300.7TC 306.4
TC 305.3TC 305.0TC 304.6TC 304.1TC 303.9
TC 303.7TC 303.4TC 303.6TC 304.6TC 304.1TC 305.0TC 305.7
TC 305.3TC 303.9
TC 302.9
TC 303.4
TC 303.3
TC 300.8TC 300.8TC 296.7TC 297.1
TC 296.8TP 296.8TC 299.4TC 299.41.0%0.7%0.8%0.4%88
FG 306.2
FG 305.8
FG 305.5
FUTURE EMERGENCY
OVERFLOW STRUCT. PER
STREET IMPV'T PLANS
5:1
ACCESS
MIRAGE
LANE
STREET '' F '' WEST
FUTURE EMERGENCY
OVERFLOW STRUCT. PER
STREET IMPV'T PLANS
\A1;10'302 TC 305.04TC 305.14APN 694-310-002300300300
300 300300
305
305
305
305
305
305305305
310
310
310
310
310
310
310
310315
315 315315
315
315315315315
315 315315315315
320
320
320
320
320
320
320
301.1315.4314.9312.4301.5302.4299.3299.6297.6298.4298.8299.6300.8300.4300.6304.7311.4309.5302.4301.7298.4300.5299.8297.9300.7302.2303.5304.6303.1304.4305.8304.9303.4303.8302.3302.2302.6302.5302.3302.1300.1302.0303.1301.9299.6301.5304.2322.4310.5316.5320.3317.7319.1309.7313.3318.1320.6314.2322.4316.5322.5321.3321.1311.7314.6311.8313.5312.7304.9310.9MMMMM
MM
M
M
M
M
M
M
MM
M
M
M
M
MM
MM
M
M
MM
MM
M
M
M
M
M
MMM
M
M
M
M MM M
MM
MM
MM
M
M
M
M
M
M
M
M
M
M
M
M
M
MM
MM
MM
MM
MM
MM
MM
MM
M
BO
M
M
M
M
8
OF
SHEET
CITY FILE NUMBER
SHEETS
%%UBENCHMARK PD-101
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 231.83'%%UDATUM
NGVD88APPROVED BY:
JULIAN A. DE LA TORRE, R.C.E. NO. 43880
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY OF PALM DESERT
TRACT MAP NO. 38434
EXPLORE PALM DESERT
BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M.
PHASE 1 ROUGH GRADING
CITY OF PALM DESERT
{DEPARTMENT OF DEVELOPMENT SERVICES}
DATE
TRAFFICLANDSCAPE
CIVIL
%%UPLAN CHECKED BY:
BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST}
2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST
CORNER OF PORTOLA AVENUE AT GERALD FORD
DRIVE.
NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
RJB
RJB
MR
CHECKED BY
DRAWN BY
DESIGNED BY
REVIEWED AND RECOMMENDED BY:DATE
MARK BY DATE
ENGINEER CITY
DATEAPPR.REVISIONS
DATE
MIKE ROWE - CITY ENGINEER
R.C.E. 56069
MSA CONSULTING,INC.
Ci v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS
34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880
R
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E
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TE
A
NAI
L
J
TE
I
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E
ILAF
L
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V II
E
R
I A
RN
R
R
A
TALE
.A
NIEF
E
L
N
I
N
E
PHASE 2 MASS GRADINGEXP. DATE:12/31/2024
0'80'
SCALE 1"=40'
40'120'160'
4
SHADOWRIDGE GOLF COURSE
MATCHLINE SEE SHEET NO.5 MATCHLINE SEE SHEET NO. 6 MATCHLINE SEE SHEET NO.3G
G
A
A
E
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A
A
A A
A
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A A
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R:\2636\Acad\Grading\Rough\SHEETS\REVISION 1\2636 ROUGH GRADING 04.dwg, 2/8/2024 3:37:53 PM, rbutler, MSA Consulting, Inc.2-12-24
Page 32 of 43
LOT 9
PE 293.4
LOT 10
PE 293.8
PE 294.2 LOT 87PE 298.8LOT 88PE 299.9LOT "O"
PE 294.0 LOT 89LOT 90PE 302.3PE 303.4LOT 92PE 304.6PE 305.8STREET '' L ''RET. BASIN
BTM 294.0
BTM 294.0
STREET '' Q ''102
103
95
96
8
89
90
91
92
93
94
68
69
70
71
72
73
74
75
62
63
64
65
66
67
123456
LOT 9
NG 296.0
LOT 8
NG 298.0
LOT 9
NG 298.7
LOT 8
NG 300.8
LOT 9
NG 300.8
LOT 10
NG 300.3
LOT 7
NG 299.2
LOT 8
NG 298.1
LOT 9
NG 296.9
LOT 10
NG 296.2
19+44.07 MOJAVE DESERT DRIVE=
18+60.62 WILDFLOWER WAY
TP=299.62
21+64.53 STREET "F"(SE)=
10+00.00 STREET "F"(E)=
20+07.83 STREET "L"
TP=295.5
15+09.19 STREET "H"(SE)=
12+71.30 STREET "F"(E)
TP=294.1
13+61.73 DREAMSCAPE COURT=
28+11.63 DESERT OASIS DRIVE
TP=293.00
10+00.00 SUNSHINE COURT=
24+70.38 DESERT OASIS DRIVE
TP=291.67
10+00.00 EXPLORER DRIVE=
22+86.83 MOJAVE DESERT DRIVE= 22+86.83 DESERT OASIS
DRIVE
TP=291.34
PE 300.2
PE 299.6
PE 300.4
PE 300.0
PE 299.6
PE 299.2
PE 298.9
PE 298.5
PE 294.6
PE 294.8PE 295.1PE 295.3PE 295.6PE 295.9PE 296.2PE 296.3
PE 296.0
PE 296.5
PE 296.8
PE 297.0
PE 297.3
PE 297.6
PE 295.7
PE 296.3
PE 296.6
PE 296.8
PE 297.1
PE 297.5
PE 297.9
PE 297.8
PE 296.8
PE 298.1
\A1;56'
\A1;18'\A1;10'
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'PHASE 1 ROUGH GRADING BOUNDARYFG 300.9
FG 300.2
FG 299.6
FG 299.0
FG 300.4
FG 300.0
FG 299.6
FG 299.2
FG 298.9
FG 298.5
FG 297.8
FG 296.8
FG 298.1
FG 297.9
FG 297.5
FG 297.1
FG 296.8
FG 296.6
FG 296.3
FG 295.7
FG 295.2FG 297.9
FG 297.6
FG 297.3
FG 297.0
FG 296.8
FG 296.5
FG 296.0
FG 295.3
FG 296.2FG 295.9FG 295.6FG 295.3FG 295.1FG 294.8LOT 5
LOT 11
LOT "T"
LOT 4PE 293.7
LOT 3PE 294.0
LOT 2PE 294.2
LOT 1PE 294.5
LOT 6PE 293.4
LOT 7PE 293.7
LOT 8
LOT 111
PE 301.1
LOT 112
PE 299.8
LOT 113
PE 298.6
LOT 114
PE 297.4
LOT 115
PE 296.3
LOT 116
PE 295.2
LOT 22
PE 294.8 LOT 12
PE 294.9
LOT 13
PE 295.4
LOT 14
PE 295.7
LOT 16
PE 296.7
LOT 15
PE 296.9
LOT 17
PE 296.4
LOT 18
PE 296.1
LOT 19
PE 295.7
LOT 20
PE 295.4
LOT 21
PE 295.1
{RET. BASIN
BTM =285.7
}
PE 293.4
RETENTION BASIN
BTM=291.2
LOT ''O''
61
PE 297.9
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'\A1;56'\A1;10'\A1;18'\A1;10'\A1;18'\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'FG 294.6CLUBHOUSE
LOT "S"
PE 305.0
\A1;10'{RET.
BASIN
BTM
=285.7 291287290293295292295292
295
300295295
305303301298300295
300
305
305
302
295300
305
292
291
290
292
291290289293287287
294 EXPLORER DRIVESUNSHINE COURTDESERT OASIS DRIVE
STREET F EAST
290
290291293
293292
2952943:1MAX
3:1MAX2:1MAX3:1MAX
3:1MAX 2:1MAX3:1
MAX3:1MAX3:1MAX2:1MAX3:1MAX2:1MAX3:1MAX
3:1
MAX
MAX2:1MAX362.12'1393.02'
L8
L12 47.00'47.00'47.00'47.00'47.00'47.00'47.00'49.49'45.80'50.52'93.00'50.00'93.00'50.52'95.45'50.00'105.59'50.00'19.97'103.00'51.27'143.95'55.00'193.00'31.58'123.69'55.00'50.00'50.00'50.00'50.00'63.30'43.82'98.69'
93.00'
93.00'
93.00'
93.00'
96.48'
106.60'
93.00'55.00'23.44'93.00'
93.00'77.87'49.93'37.70'13
49.00'81.95'
94.45'
100.80'
14
42.00'33.68'18.05'16
86.00'52.00'50.00'50.00'60.00'
62.00'93.00'45.59'27.33'50.00'50.00'50.00'17 55.00'18
21.21'
20.44'99.28'25.29'66.55'75.06'63.00'93.09'63.00'
19
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'R=279.00'L=84.10'139.49'2.02'
98.00'
56.00'
N 89%%D58'51" W
45.00'37.00'2:1MAXTRACT BOUNDARY / LIMITS OF GRADING
EXISTING 6' BLOCK WALL
TRACT BOUNDARY / LIMITS OF GRADING
EXISTING 6' BLOCK WALL
300
298
299
300
298
297
297
297
296
296295294294295295293294294295
294
295
296
295
296
296
297
296
296
297
298
297
298
299 298 299
295
294
295293
294
294
292291292
292293301
300
298 299
298297
297
295
296296297298
293
293
293
294
290
290FG 297.9
FG 397.9
FG 297.6
FG 297.3
FG 297.0
FG 296.8
FG 296.5 3053004:1 MAX
4:1 MAX
4:1 MAX
4:1 MAX
3:1MAX
TC 293.4 TC 294.0TC 295.1TC 296.2TC 296.5TC 296.7TC 297.1
TC 296.8TC 295.1TC 294.1TC 294.0 TP 296.8TP 295.0TP 293.9TC 294.9
TC 295.1
TC 294.8
TC 294.6
TC 294.8 TC 297.2TC 299.4TC 299.4TC 297.2TC 294.8TC 294.5TC 294.1 TP 297.2TP 295.5TP 294.8
TP 294.9
TP 294.8
TP 294.1 0.5%0.5%0.4%DREAMSCAPE COURTTP 296.3TP 296.2TP 295.1
HP
TP 291.71
TP 291.94
LOT "T"LOT "T"LOT "S"
LOT "S"
2934:1 MAX4:1 MAXFUTURE EMERGENCY
OVERFLOW STRUCT. PER
STREET IMPV'T PLANS
5:1 ACCESS
FUTURE
EMERGENCY
OVERFLOW
STRUCT. PER
STREET IMPV'T
FUTURE EMERGENCY
OVERFLOW STRUCT. PER
STREET IMPV'T PLANS
5:1 MAX ACCESS292290288290
287289289287294 MOJAVEDESERTDRIVE294APN 694-310-0028
8 9
8 99
295295295295
295295 296.6297.6297.4295.8296.6296.6294.6294.2293.9295.5294.6296.1296.9294.5295295295300
300
300300
300
300
300 300300305305305310315 303.5304.3299.5312.4299.3300.5302.3302.2299.9300.2300.1297.6298.7298.5298.8299.3301.8293.9293.5293.2292.9298.1293.3305.6299.3297.5297.6298.4306.7305.7305.6316.5306.1302.1303.5303.4301.8301.8302.2303.5304.6304.6306.5303.1302.9303.8303.2302.4302.3302.6303.1299.6FIRE HYDRANTMM MM MM MM M M
M
M
M
M
M
MM
MM
MM
MM
M
M
MM
MM
MM
M
M
M
M
M
M
M
M
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M
M
M
M
M
M
M
M
M
M
M
M
M
MM
M
MM
BO
M
M
M
M
M
MMM
M
8
OF
SHEET
CITY FILE NUMBER
SHEETS
%%UBENCHMARK PD-101
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 231.83'%%UDATUM
NGVD88APPROVED BY:
JULIAN A. DE LA TORRE, R.C.E. NO. 43880
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY OF PALM DESERT
TRACT MAP NO. 38434
EXPLORE PALM DESERT
BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M.
PHASE 1 ROUGH GRADING
CITY OF PALM DESERT
{DEPARTMENT OF DEVELOPMENT SERVICES}
DATE
TRAFFICLANDSCAPE
CIVIL
%%UPLAN CHECKED BY:
BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST}
2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST
CORNER OF PORTOLA AVENUE AT GERALD FORD
DRIVE.
NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
RJB
RJB
MR
CHECKED BY
DRAWN BY
DESIGNED BY
REVIEWED AND RECOMMENDED BY:DATE
MARK BY DATE
ENGINEER CITY
DATEAPPR.REVISIONS
DATE
MIKE ROWE - CITY ENGINEER
R.C.E. 56069
MSA CONSULTING,INC.
Ci v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS
34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880
R
R
E
T
TE
A
NAI
L
J
TE
I
RE
E
ILAF
L
F
V II
E
R
I A
RN
R
R
A
TALE
.A
NIEF
E
L
N
I
N
E
PHASE 2 MASS GRADINGEXP. DATE:12/31/2024
0'80'
SCALE 1"=40'
40'120'160'
5 MATCHLINE SEE SHEET NO.2 MATCHLINE SEE SHEET NO.4
MATCHLINESEESHEETNO.7A
A
A
A
AA
AA
A
A
FF
AA
J
J
R:\2636\Acad\Grading\Rough\SHEETS\REVISION 1\2636 ROUGH GRADING 05.dwg, 2/8/2024 3:39:49 PM, rbutler, MSA Consulting, Inc.2-12-24
Page 33 of 43
STREET '' F '' SW
RET. BASIN
BTM 294.4
BTM 294.0STREET '' L ''STREET '' M ''LOT ''L''
85
84
83
82205
204
203
202
201
200
199
198
121
119
118
117
116
115
114
113
112148
147
146
145
144
143
142
141
140
139
158
157
156
155
154
153
152
151
150
149182
181
180
179
178
177
176
175
174
173
191
190
189
188
187
186
185
184
183
27
28
29
30
31
32
33
34
35
36
37 38 39 40 41 42 43 44 45 46 47 48
138
87
86STREET '' N ''STREET '' F ''SWLOT 83
NG 292.8
LOT 84
NG 292.2
LOT 85
NG 292.6
LOT 86
NG 293.2
LOT 87
NG 293.3
LOT 88
NG 292.9
LOT 89
NG 292.8
LOT 90
NG 292.2
LOT 91
NG 291.6
10+00.00 STREET ''F''(W)=
10+00.00 STREET ''F''(SW)=
10+00.00 STREET "L"
TP=303.5
10+00.00 STREET "M"=
12+38.30 STREET "F"(SW)
TP=301.7-LP
10+00.00 STREET "N"=
14+70.30 STREET "F"(SW)
TP=301.4-LP
21+64.53 STREET "F" (SW)
=10+00.00 STREET "F"(SE)
TP=299.9
PE 301.3
PE 301.6
PE 301.9
PE 302.2
PE 302.1
PE 301.9
PE 301.6
PE 300.7
PE 300.5
PE 300.3
PE 300.7
PE 300.4
PE 300.1
PE 302.5
PE 302.8
PE 302.7
PE 302.4
PE 303.1
PE 303.2
PE 302.9
PE 303.4
PE 301.9
PE 301.7
PE 301.5
PE 301.2
PE 301.0
PE 301.9
PE 301.7
PE 301.5
PE 301.2
PE 300.9
PE 302.9
PE 302.7
PE 302.5
PE 302.3
PE 302.0
PE 301.8
PE 301.6
PE 301.3
PE 301.1
PE 300.9
PE 300.6
PE 302.9
PE 302.7
PE 302.5
PE 302.3
PE 302.0
PE 301.7
PE 301.4
PE 301.2
PE 304.3
PE 303.7
PE 303.3
PE 302.9
PE 302.5
PE 302.2
PE 302.0
PE 301.5
PE 304.6
PE 303.7
PE 303.2
PE 303.0
PE 302.2
PE 301.8
PE 303.7
PE 303.7
PE 303.4 PE 303.1 PE 302.8 PE 303.2 PE 303.9 PE 304.0 PE 303.7 PE 304.1 PE 304.8 PE 306.2
PE 301.4
PE 301.1
PE 300.1
PE 299.9
PE 299.8
PE 299.6
PE 300.8
PE 300.6
PE 305.6PE 304.5
LOT "C"LOT "B"
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'
\A1;56'\A1;10'\A1;18'\A1;10'\A1;18'
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'
\A1;10'\A1;56'\A1;18'\A1;18'\A1;10'FG 301.9
FG 301.7
FG 301.5
FG 301.2
FG 301.0
FG 300.7
FG 300.5
FG 300.2
FG 299.9
FG 299.7
FG 301.7
FG 301.5
FG 301.2
FG 300.9
FG 300.7
FG 300.4
FG 300.1
FG 299.8
FG 299.6
FG 299.6
FG 301.9
FG 302.7
FG 302.5
FG 302.3
FG 302.0
FG 301.8
FG 301.6
FG 301.3
FG 301.1
FG 300.9
FG 300.6
FG 300.4
FG 302.7
FG 302.5
FG 302.3
FG 302.0
FG 301.7
FG 301.4
FG 301.2
FG 300.8
FG 300.6
FG 300.4
FG 302.9
FG 302.9
FG 304.3
FG 303.6
FG 302.9
FG 302.7
FG 302.5
FG 302.2
FG 302.0
FG 301.5
FG 300.9
FG 303.6
FG 302.9
FG 302.2
FG 301.8
FG 301.5
FG 303.5
FG 302.9
FG 302.7
FG 302.4
FG 302.1
FG 301.9
FG 301.6
FG 301.4
FG 301.1
FG 300.8
FG 303.4
FG 303.1
FG 302.8
FG 302.5
FG 302.2
FG 301.9
FG 301.6
FG 301.3
FG 300.9
FG 303.5 FG 303.7FG 303.4FG 303.1FG 302.8FG 303.1FG 303.9FG 304.0FG 303.7FG 304.1FG 304.8FG 304.5FG 304.3
291
290
2892952903:13:1MAX3:1MAX296 300
3:1MAX3:1MAX2:1
MAX 2953002:1
MAX
2953002953002:1MAX2:1MAX2:1MAX2:1MAX2:1MAXTRACT BOUNDARY/LIMITS OF GRADING
TRACT BOUNDARY / LIMITS OF GRADINGEXISTING 6' BLOCK WALLEXISTING 6' BLOCK WALL
303
304
302
303
302
304
302
301
301
300
302
301
300
301
303
302302
300
300
299
300
301
300
300 299
300
298
300 299 300
300 302301301302300
301301301 302303302 302303 303
302 301 302
301 300 301300300
302
302 2:1MAX2:1MAX3043043053033044:1 MAX
4:1 MAX2954:1 MAX
300
4:1 MAX
295301301
301
297
299
299
299
299
299
303 305305FG 305.0FG 306.2FG 302.5
TP 304.9
TP 303.5
TP 301.8TP 300.7TP 303.5
HP
TP 302.4TP 301.1TP 300.3TP 300.0TP 299.9TP 299.4
TC 303.9
TC 302.9
TC 302.7TC 302.6TC 302.6TC 302.7TC 302.9TC 303.4
TC 303.4
TC 303.3TC 303.4
TC 303.3TC 303.2
TC 303.6
TC 303.6TC 302.2
TC 301.0TC 301.1TC 300.3TC 300.0TC 299.7TC 299.0
TC 302.0
TC 301.1TC 301.1TC 300.3TC 299.4TC 299.4TC 301.3
TC 300.3TC 298.9TC 298.6TC 298.4TC 298.0TC 298.3TC 300.4TC 301.4
TP 301.4
TP 298.9TP 298.8TP 298.3
TP 301.9
TP 301.8TP 299.9TC 301.9
TC 301.9
TC 301.8TC 299.9TC 301.8TC 300.8TC 300.8TC 299.4TC 299.4TC 299.5TC 299.9TC 299.50.5%0.5%
0.5%0.5%0.5%
0.5%0.8%303
FG 303.6
300301
301120
TP 302.5
HP
TP 303.0
HP
1.3%0.5%1.0%1.0%
0.7%295296296295294299 STREET '' F '' WEST\A1;10'APN 694-310-00383
84
85
86
87
88
89
90
91
295
295295
295
295
295295295295
295
295
300
300
300 300
300300300305
305
305
305
305
305
305
305305305305305 305
310
310310
310310
310310 310
315 315315
292.8298.5298.1293.5304.2302.9296.1293.3293.2291.9293.5292.6292.3291.9291.9316.6303.9297.3300.4311.1315.4306.8300.9312.6305.5307.5305.7310.5304.6306.5310.8306.1305.9294.3294.3293.6293.3292.4291.7291.6291.7291.8292.6293.8294.1294.7294.7296.6295.4296.3296.1298.6298.7298.6297.8297.3296.6295.6299.7299.3299.2300.6301.4300.8301.2301.5302.4299.3299.6297.6311.8313.5312.7304.9304.6SCETRANSFORMERP54479638
OF
SHEET
CITY FILE NUMBER
SHEETS
%%UBENCHMARK PD-101
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 231.83'%%UDATUM
NGVD88APPROVED BY:
JULIAN A. DE LA TORRE, R.C.E. NO. 43880
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY OF PALM DESERT
TRACT MAP NO. 38434
EXPLORE PALM DESERT
BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M.
PHASE 1 ROUGH GRADING
CITY OF PALM DESERT
{DEPARTMENT OF DEVELOPMENT SERVICES}
DATE
TRAFFICLANDSCAPE
CIVIL
%%UPLAN CHECKED BY:
BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST}
2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST
CORNER OF PORTOLA AVENUE AT GERALD FORD
DRIVE.
NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
RJB
RJB
MR
CHECKED BY
DRAWN BY
DESIGNED BY
REVIEWED AND RECOMMENDED BY:DATE
MARK BY DATE
ENGINEER CITY
DATEAPPR.REVISIONS
DATE
MIKE ROWE - CITY ENGINEER
R.C.E. 56069
MSA CONSULTING,INC.
Ci v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS
34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880
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.A
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L
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PHASE 2 MASS GRADINGEXP. DATE:12/31/2024
0'80'
SCALE 1"=40'
40'120'160'
6
SHADOWRIDGE GOLF COURSE
MATCHLINE SEE SHEET NO.7 MATCHLINESEESHEETNO. 4AA
AA
AA
A
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R:\2636\Acad\Grading\Rough\SHEETS\REVISION 1\2636 ROUGH GRADING 06.dwg, 2/8/2024 3:46:19 PM, rbutler, MSA Consulting, Inc.2-12-24
Page 34 of 43
STREET '' L ''STREET '' P ''STREET '' F '' SO. EAST
RET. BASIN
BTM 294.4
BTM 294.0
RET. BASIN
BTM 294.5
BTM 294.5
LOT ''L''STREET '' O ''STREET '' F '' SE158173
191
192
193
194
195
196
197
166
167
168
169
170
171
172
159
160
161
162
163
164
165
130
131
132
133
134
135
136
137
122
123
124
125
126
127
128
129
97
98
99
101
102
103
95
96
89101112131415161718
19
20
21
22
23
24
25
26
27
138
92
93
94
LOT 91
NG 291.6
LOT 92
NG 291.5
LOT 93
NG 291.1
LOT 94
NG 290.9
LOT 95
NG 290.5
LOT 96
NG 290.3
LOT 97
NG 289.7
LOT 98
NG 289.3
LOT 99
NG 290.3
LOT 91
NG 288.7
LOT 24
NG 290.8
LOT 25
NG 291.7
LOT 8
NG 293.4
LOT 9
NG 293.7
LOT 8
NG 295.2
LOT 9
NG 296.0
21+64.53 STREET "F" (SW)
=10+00.00 STREET "F"(SE)
TP=299.9
16+94.23 STREET "F"(SE)=
13+75.63 STREET "O"
TP=297.26 19+26.23 STREET "F"(SE)=
14+17.54 STREET "P"
TP=296.1
21+64.53 STREET "F"(SE)=
10+00.00 STREET "F"(E)=
20+07.83 STREET "L"
TP=295.5
LOT "D"
PE 300.2
PE 299.6
PE 299.0
PE 298.5
PE 297.9
PE 297.4
PE 299.2
PE 298.9
PE 298.5
PE 299.5
PE 299.2
PE 298.7
PE 298.2
PE 298.0
PE 297.8
PE 299.3
PE 299.0
PE 297.8
PE 298.2
PE 298.6
PE 299.0
PE 299.3
PE 299.0
PE 300.0
PE 299.8
PE 299.7
PE 296.2PE 296.3PE 296.5PE 296.9
100
PE 297.8
PE 296.8
PE 296.8
PE 297.2PE 297.5PE 297.8PE 298.1PE 298.4PE 298.7PE 298.9PE 298.7
PE 298.8
PE 299.2
PE 299.4
PE 299.6
PE 300.0
PE 300.4
PE 300.8
PE 300.8
PE 301.3
PE 300.6
PE 300.3
PE 300.1
PE 299.9
PE 299.7
PE 299.5
PE 299.6
PE 298.6
PE 299.3
PE 299.0
PE 298.6
PE 300.6
PE 301.4
PE 301.1
PE 300.1
PE 300.3
PE 297.5
PE 298.5
PE 299.9 PE 299.6
PE 300.2
PE 300.4
PE 300.6
PE=299.5
PE 299.7
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'
\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'\A1;56'\A1;10'\A1;18'\A1;18'\A1;10'BTM 294.5
LOT "I"
FG 299.7 FG 299.6
FG 299.6
FG 300.6
FG 300.4
FG 300.4
FG 300.9
FG 301.1
FG 300.8
FG 300.9
FG 300.8
FG 300.8
FG 300.4
FG 300.0
FG 299.5
FG 299.1
FG 298.8
FG 298.5
FG 298.4FG 298.7FG 298.9FG 298.7FG 298.4FG 298.1FG 297.8FG 297.5FG 297.2FG 296.9FG 296.5FG 300.9
FG 300.7
FG 300.4
FG 300.0
FG 299.6
FG 299.3
FG 300.3
FG 300.1
FG 299.8
FG 299.6
FG 299.3
FG 299.0
FG 298.6
FG 300.4
FG 300.2
FG 300.0
FG 299.7
FG 299.3
FG 299.0
FG 298.6
FG 298.4
FG 299.5
FG 299.2
FG 299.0
FG 299.7
FG 299.5
FG 299.3
FG 299.0
FG 298.6
FG 298.2
FG 297.5
FG ?
FG 300.2
FG 299.6
FG 299.0
FG 298.5
FG 297.9
FG 297.4
FG 296.8
FG 295.7
FG 300.4
FG 300.0
FG 299.6
FG 299.2
FG 298.9
FG 298.5
FG 297.8
FG 296.8
FG 296.2289
289
290
290
289
288
288
289290291292293294FG 297.8
FG 298.0
FG 298.2
FG 298.5
FG 298.72952903:1
MAX
3:1MAX3:1MAX2:1MAX296 300
298 3:1MAX3:1MAX3:1MAX3:1MAX300
2:1MAX2:1
MAX
2:1
MAX
300
TRACT BOUNDARY / LIMITS OF GRADINGTRACT BOUNDARY / LIMITS OF GRADING
EXISTING 6' BLOCK WALLTRACT BOUNDARY / LIMITS OF GRADINGEXISTING 6' BLOCK WALL300
299
299
300
300
300
298299
299
300
299
298
298
299
297
296298
297
300
299
298
299
298 298
296299
298
296295
297
296295295295 294
294294294295295297
298
298
297
296
295
296
297
296
297
298
297
298
299 298 299
298 298
299 298 299
4:1 MAX
296
295
4:1 MAX
4:1 MAX295295
295
4:1 MAX
300
296
298
4:1 MAX295
295297
297
297297297
5:1 ACCESS299
299
299
299
TP 299.4
TC 299.0
TC 298.0TC 298.3TP 298.3
TP 299.9TC 299.9TC 294.9
TC 295.1
TC 294.8
TC 294.6
TC 294.8TC 295.3TC 297.2TC 299.4TC 299.4TC 297.2TC 295.2TC 294.9
TC 294.5
TC 294.8
TC 295.2
TC 295.9TC 296.2TC 296.5TC 297.2TC 297.7TC 298.0TC 298.2TC 298.6
TC 296.4TC 296.3 TC 296.7TC 297.3TC 298.35:1 ACCESS
TC 294.8TC 294.5TC 294.1TC 294.7TC 295.0
TC 295.7
TC 295.7TC 297.1TC 297.2TC 298.5TC 298.8TC 299.4
TC 299.0
TC 297.2TC 297.5TC 297.7TC 298.0TC 299.5TC 299.9TC 299.5TC 298.0TC 297.7
TC 299.0
TP 297.2TP 295.5
TP 294.8
TP 294.9
TP 294.8TP 296.1
TP 297.7
HP TP 297.3 TP 295.1TP 298.6
TP 297.9TP 297.7TP 297.2TP 296.5TP 299.4
TP 298.6TP 298.5TP 298.00.50%
0.5%0.5%0.4%0.7%0.7%0.6%0.5%1.3%300301
301FG 296.2 296295TP 299.8HP0.5%0.5%
TP 295.1
HP
FUTURE EMERGENCY
OVERFLOW STRUCT. PER
STREET IMPV'T PLANS 295296296295294FUTURE EMERGENCY
OVERFLOW STRUCT. PER
STREET IMPV'T PLANS
297
299
4:1 MAX
5:1 ACCESS
FUTURE EMERGENCY
OVERFLOW STRUCT.
PER
STREET IMPV'T
FG 297.9295297297296297
297 APN 694-310-0038 9
8 9
24 25
91
92
93
94
95
96
97
98
99290290 295295
295
295295295295
295
295295295295295295
295
300
300300
300
300300305
295.4298.2293.7295.4295.4297.1295.9294.5292.6291.9293.3292.3291.5291.4291.9290.6289.3298.7297.1295.7296.6297.6298.2300.5298.1297.9297.8298.6295.6296.7297.1294.4294.5295.9296.2294.5294.7293.2295.3297.6293.7296.1296.9295.6297.1292.7293.8295.8295.9295.7296.3294.6293.7296.4293.7294.8294.2293.9293.4298.1297.9293.5293.3292.9292.7292.7299.7299.3300.2300.4301.2299.3299.3299.2299.3298.4297.5297.6SWR MHSWR MHFIREHYDRANTFIREHYDRANTSCETRANSFORMERP54481148
OF
SHEET
CITY FILE NUMBER
SHEETS
%%UBENCHMARK PD-101
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 231.83'%%UDATUM
NGVD88APPROVED BY:
JULIAN A. DE LA TORRE, R.C.E. NO. 43880
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY OF PALM DESERT
TRACT MAP NO. 38434
EXPLORE PALM DESERT
BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M.
PHASE 1 ROUGH GRADING
CITY OF PALM DESERT
{DEPARTMENT OF DEVELOPMENT SERVICES}
DATE
TRAFFICLANDSCAPE
CIVIL
%%UPLAN CHECKED BY:
BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST}
2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST
CORNER OF PORTOLA AVENUE AT GERALD FORD
DRIVE.
NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
RJB
RJB
MR
CHECKED BY
DRAWN BY
DESIGNED BY
REVIEWED AND RECOMMENDED BY:DATE
MARK BY DATE
ENGINEER CITY
DATEAPPR.REVISIONS
DATE
MIKE ROWE - CITY ENGINEER
R.C.E. 56069
MSA CONSULTING,INC.
Ci v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS
34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880
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PHASE 2 MASS GRADINGEXP. DATE:12/31/2024
0'80'
SCALE 1"=40'
40'120'160'
7
MATCHLINE SEE SHEET NO. 5
MATCHLINE SEE SHEET NO.6
AA
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R:\2636\Acad\Grading\Rough\SHEETS\REVISION 1\2636 ROUGH GRADING 07.dwg, 2/8/2024 3:48:37 PM, rbutler, MSA Consulting, Inc.2-12-24
Page 35 of 43
8\A1;2'%%UROUGH GRADING - SECTION E-EPE (SEE PLAN)
2:1 SLOPE
PE (SEE PLAN)
NTS
%%UAT LOT LINE
TEMPORARY BERM
{NOTE:}
{1. IF "H" IS GREATER THAN 12", A FUTURE RETAINING
WALL MUST BE BUILT (PER SEPARATE PLAN & PERMIT).
}2{. DURING PRECISE GRADING, GRADE DIFFERENTIALS
WILL BE MADE UP USING A COMBINATION OF RETAINING
WALLS AND SLOPES. NO WALL SHALL EXCEED 8' IN
HEIGHT.}
.
\A1;6'
%%UROUGH GRADING - SECTION D-D
NTS
%%UAT LOT LINE
PE (SEE PLAN)
PE HIGH (SEE PLAN)
\A1;20'
2%
\A1;20'
CL\A1;36'PROP.R/W\A1;72'\A1;10'\A1;6'\A1;6'%%USTREET "B"
(TO BE USED FOR REFERENCE ONLY)
%%USECTION C-C
2%%%FUTURE 8" CURB& GUTTER (BY OTHERS)2:1
MAX.MAX.2:1\A1;36'\A1;10'
FUTURE
R/W
N.T.S.
FUTURE AC PAVEMENT
FUTURE 8" CURB& GUTTER (BY OTHERS)
FUTURE 6"
BARRIER CURB
FUTURE 6"
BARRIER CURB
FUTURE BASE \A1;4'2:1 (MAX)LOTLINE
FUTURE 6' GARDEN WALL
LOTLINE
FUTURE 6' GARDEN WALL
FUTURE
MEANDERING
FUTURE
MEANDERING
SIDEWALK LOTLINE.
TEMPORARY BERM
%%UAT LOT LINE
NTS \A1;4'PE (SEE PLAN)
2:1 PE (SEE PLAN)
%%UROUGH GRADING - SECTION F-F
\A1;2'
FUTURE 8' MAX. COMBINATION RETAINING/GARDEN WALL (2' MAX. RETAINING)
PROPOSED ROUGH GRADING GROUND LINE
BSL
R/W
ELEV.
PAD
CURBTC
(SEE PLAN)SPOIL DIRT FROM GRADING
DRIVEWAY, ETC. (TYP)
OF SWALES, FOOTING,
THIS AREA IS FOR
\A1;10.0'
\A1;20.0'(SEE PLAN)BACK OF\A1;0.5'C/L
(SEE PLAN)TP
2%2%
%%USECTION A-A
FUTURE BASECURBTC
FL
(SEE PLAN)1.0'
\A1;0.5'BACK OF\A1;10.0'(SEE PLAN)\A1;18.0'
FUTURE WEDGE CURB
BSL \A1;20.0'\A1;36.0'\A1;18.0'
%%UPUBLIC ON-SITE ROAD
PROPOSED ROUGH
GRADE LINE
FUTURE A.C.
PAVEMENT
%%U ROUGH GRADE SECTION
FG=+1.5'FROM TC
R/W
2:1 (MAX)
\A1;2' BENCH
8
OF
SHEET
CITY FILE NUMBER
SHEETS
%%UBENCHMARK PD-101
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 231.83'%%UDATUM
NGVD88APPROVED BY:
JULIAN A. DE LA TORRE, R.C.E. NO. 43880
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY OF PALM DESERT
TRACT MAP NO. 38434
EXPLORE PALM DESERT
BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M.
PHASE 1 ROUGH GRADING
CITY OF PALM DESERT
{DEPARTMENT OF DEVELOPMENT SERVICES}
DATE
TRAFFICLANDSCAPE
CIVIL
%%UPLAN CHECKED BY:
BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST}
2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST
CORNER OF PORTOLA AVENUE AT GERALD FORD
DRIVE.
NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
RJB
RJB
MR
CHECKED BY
DRAWN BY
DESIGNED BY
REVIEWED AND RECOMMENDED BY:DATE
MARK BY DATE
ENGINEER CITY
DATEAPPR.REVISIONS
DATE
MIKE ROWE - CITY ENGINEER
R.C.E. 56069
MSA CONSULTING,INC.
Ci v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS
34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880
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PHASE 2 MASS GRADINGEXP. DATE:12/31/2024
\A1;10.0'
SPOIL DIRT FROM GRADING
DRIVEWAY, ETC. (TYP)
OF SWALES, FOOTING,
THIS AREA IS FOR
\A1;10.0'
FG=+1.5'FROM TC
2%2%%%
%%UPUBLIC ON-SITE ROAD
%%U ROUGH GRADE SECTION
%%USTREETS "A"and "D" thru "S"\A1;24'2%
\A1;24'
CL\A1;VARIES'PROP.R/W\A1;VARIES'\A1;10'\A1;VARIES\A1;VARIES
%%USTREET "C"
(TO BE USED FOR REFERENCE ONLY)
%%USECTION D-D
2%%%FUTURE 8" CURB& GUTTER (BY OTHERS)2:1
MAX.MAX.2:1\A1;VARIES\A1;10'
PROP
R/W
N.T.S.
FUTURE AC PAVEMENT
FUTURE 8" CURB& GUTTER (BY OTHERS)
FUTURE 6"
BARRIER CURB
FUTURE 6"
BARRIER CURB
FUTURE BASE
FUTUREMEANDERING
SIDEWALK
FUTURE
MEANDERING
SIDEWALK
2%2%%%
%%UPUBLIC ON-SITE ROAD
%%U ROUGH GRADE SECTION
FUTURE 4' RETAINING WALL
\A1;56.0'
\A1;20'
2%
\A1;20'
CL\A1;30'PROP.R/W\A1;60'
\A1;10'
%%USTREET "B"
(TO BE USED FOR REFERENCE ONLY)
%%USECTION B-B
2%%%FUTURE 8" CURB& GUTTER (BY OTHERS)2:1
MAX.MAX.2:1\A1;30'\A1;10'
FUTURE
R/W
N.T.S.
FUTURE AC PAVEMENT
FUTURE 8" CURB& GUTTER (BY OTHERS)
FUTURE BASE
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FUTURE
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2%2%%%
%%UPUBLIC ON-SITE ROAD
%%U ROUGH GRADE SECTION
%%UROUGH GRADING - SECTION G-G
NTS
%%UAT WEST TRACT BOUNDARY
PE (SEE PLAN)
2:1 (MAX)
WEST TRACT BOUNDARY
EXISTING 6' GARDEN WALL
2:1 (MAX)
\A1;2' BENCH
FUTURE 4' RETAINING WALL
EXISTING GOLF COURSE \A1;2'%%UROUGH GRADING - SECTION H-H
OFFSITE MASS GRADING
2:1 SLOPE
PE (SEE PLAN)
NTS
%%UAT NORTH TRACT BOUNDARY
TEMPORARY BERM
NORTH TRACT BOUNDARY
FUTURE 6' GARDEN WALL
PROPOSED ROUGH
GRADE LINE
PROPOSED ROUGH
GRADE LINE
PROPOSED ROUGH
GRADE LINE
\A1;6'
%%UROUGH GRADING - SECTION I-I
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%%UAT SOUTH TRACT BOUNDARY
PE HIGH (SEE PLAN)\A1;1'\A1;4'2:1 (MAX)LOTLINE
FUTURE 6' GARDEN WALL\A1;2' BENCH
2:1 (MAX)SOUTH TRACT BOUNDARY
\A1;2' BENCH
EXISTING 6' GARDEN WALL
\pxqc;EXISTING RESIDENCE
(TO BE USED FOR REFERENCE ONLY)
N.T.S.\A1;2'%%UROUGH GRADING - SECTION J-J
PE (SEE PLAN)
NTS
%%UAT EAST TRACT BOUNDARY
TEMPORARY BERM
LOTLINE
FUTURE 6' GARDEN WALL
2:1 (MAX)\A1;2' BENCHEAST TRACT BOUNDARY
EXISTING 6' GARDEN WALL
\pxqc;EXISTING RESIDENCE
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%%UMASS GRADING - SECTION L-L
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%%UAT NORTH TRACT BOUNDARY 2:1 (MAX)\A1;2' BENCH NORTH TRACT BOUNDARY\pxqc;PROPOSED MASS GRADED PAD
\A1;6'
RIVERSIDE COUNTY
FUTURE 6' GARDEN WALL
C
INTERCEPTOR DRAINEXISTING
%%UMASS GRADING - SECTION K-K
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%%UAT NORTH TRACT BOUNDARY
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\pxqc;PROPOSED MASS GRADED PAD
\A1;6'\A1;3'VITALIA APARTMENTS
FUTURE 6' GARDEN WALL
C
INTERCEPTOR DRAINEXISTING
EXISTING 6' GARDEN WALL
POLICE DEPT
R:\2636\Acad\Grading\Rough\SHEETS\REVISION 1\2636 ROUGH GRADING 08.dwg, 2/8/2024 3:49:38 PM, rbutler, MSA Consulting, Inc.2-12-24
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NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGCOMPACT
CAR
COMPACT
CAR
COMPACT
CAR
COMPACT
CAR
COMPACT
CAR
COMPACT
CAR
COMPACT
CAR
COMPACT
CAR COMPACT
CAR H.P.H.P.G.B.RETENTION BASINBTM =272.3RET. BASINBTM =277.0RET. BASIN BTM =280.1LO
T
5
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2
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4LOT 9PE 294.1LOT 10PE 294.3RET. BASINBTM =291.5RET. BASINBTM =294.0RET. BASINBTM =294.4RET. BASINBTM =294.5LOT 11PE 294.5LOT 12PE 294.8LOT 13PE 295.0LOT 14PE 295.3LOT 15PE 295.5LOT 16PE 295.8LOT 17PE 296.0LOT 18PE 296.2LOT 19PE 296.5LOT 20PE 297.0LOT 21PE 297.2LOT 22PE 297.5LOT 23PE 297.7LOT 24PE 297.9LOT 25PE 298.2LOT 26PE 298.4LOT 27PE 298.7LOT 28PE 298.9LOT 29PE 299.1LOT 30PE 299.3LOT 31PE 299.7LOT 32PE 299.9LOT 33PE 300.1LOT 34PE 300.4LOT 35PE 300.6LOT 36PE 300.8LOT 37PE 301.1LOT 38PE 301.5LOT 39PE 301.8LOT 40PE 302.0LOT 41PE 302.3LOT 42PE 302.5LOT 43PE 302.7LOT 44PE 303.0LOT 45PE 303.2LOT 256PE 301.0LOT 47PE 304.0LOT 46PE 304.0LOT 48PE 303.8LOT 49PE 303.5LOT 50PE 303.2LOT 51PE 303.7LOT 52PE 303.9LOT 53PE 303.7LOT 54PE 303.6LOT 55PE 304.6LOT 56PE 304.6LOT 57PE 305.0LOT 58PE 306.1LOT 59PE 306.5LOT 60PE 307.0LOT PE LOT 61PE 307.5LOT 62PE 308.0LOT 63PE 308.5LOT 64PE 308.5LOT 65PE 308.0LOT 66PE 308.0LOT 67PE 308.2LOT 68PE 307.9LOT 69PE 307.7LOT 70PE 308.8LOT 71PE 309.8LOT 72PE 310.8LOT 73PE 311.7LOT 74PE 312.7LOT 75PE 313.6LOT 76PE 314.4LOT 77PE 315.1LOT 78PE 315.4LOT 79PE 316.2LOT 80PE 316.9LOT 81PE 317.7LOT 82PE 318.5LOT 119PE 297.0LOT 118PE 295.9LOT 83PE 318.0LOT 84PE 319.7LOT 85PE 317.2LOT 86PE 316.2LOT 87PE 315.0LOT 120PE 298.1LOT 121PE 299.2LOT 88PE 313.8LOT 94PE 312.4LOT 93PE 311.2LOT 92PE 310.5LOT 91PE 310.6LOT 90PE 311.3LOT 89PE 312.6LOT 95PE 313.7LOT 96PE 314.9LOT 97PE 316.1LOT 98PE 317.2LOT 99PE 314.2LOT 100PE 313.3LOT 101PE 312.2LOT 109PE 301.6LOT 110PE 300.5LOT 111PE 299.4LOT 112PE 298.3LOT 113PE 297.2LOT 114PE 296.2LOT 115PE 295.1LOT 108PE 302.7LOT 107PE 303.8LOT 106PE 304.8LOT 105PE 305.8LOT 104PE 309.0LOT 103PE 310.0LOT 102PE 311.1LOT 156PE 307.0RET. BASINBTM =279.4PROPOSED CATCHBASIN (TYP.)PROPOSEDDRYWELL (TYP.)PROPOSEDDRYWELL (TYP.)PROPOSED CATCHBASIN (TYP.)LOT 83NG 292.8LOT 84NG 292.2LOT 85NG 292.6LOT 86NG 293.2LOT 87NG 293.3LOT 88NG 292.9LOT 89NG 292.8LOT 90NG 292.2LOT 91NG 291.6LOT 92NG 291.5LOT 93NG 291.1LOT 94NG 290.9LOT 95NG 290.5LOT 96NG 290.3LOT 97NG 289.7LOT 98NG 289.3LOT 99NG 290.3LOT 91NG 288.7LOT 24NG 290.8LOT 25NG 291.7LOT 8NG 293.4LOT 9NG 293.7LOT 8NG 295.2LOT 9NG 296.0LOT 8NG 298.0LOT 9NG 298.7LOT 7NG 300.8LOT 8NG 300.8LOT 9NG 300.8LOT 10NG 300.3LOT 7 NG 299.2LOT 8NG 298.1LOT 9NG 296.9LOT 10NG 296.2LOT 8NG 293.8LOT 9NG 293.4LOT 8NG 290.4LOT 10NG 285.5LOT 9NG 286.5LOT 11NG 284.2LOT 12NG 283.0LOT 13NG 281.9LOT 14NG 280.3LOT 15NG 278.9LOT 16NG 277.2LOT 17NG 275.5LOT 17NG 276.2PROPOSEDUNDERGROUNDRETENTIONSYSTEM (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSED CATCH BASIN (TYP.)PROPOSED LEVELING PIPE (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSED LEVELINGPIPE (TYP.)PROPOSED LEVELINGPIPE (TYP.)"FORCED MAJEURE"ESCAPE ROUTEPE= 284.0PE= 287.0PE= 290.0PE= 285.0PE= 284.0PE= 283.0PE= 282.0PE= 283.0PE= 280.0PE= 279.0PE= 280.5PE= 281.0PE= 282.0PE= 282.0TRACT BOUNDARYTRACT BOUNDARYTRACT BOUNDARYLOT "E"
STREET "P"STREET "E"STREET "D"
STREET "H"STREET "H"STREET "H"STREET "A"STREET "K"STREET "Q"LOT "G"STREET "F"STREET "A"CLUBHOUSELOT "O"WOODWARD DRIVESTREET "C"JULIE LANESTREET "G"STRE
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STREET "M"STREET "O"STREET "N"STREET "H"STREET "H"LOT "L"LOT "N"LOT "M"LOT "K"LOT "O"LOT "F"LOT "D"LOT "D"LOT "I"LOT "I"LOT "I"LOT "B"LOT "B"LOT "C"LOT "A"LOT "H"STREET "S"LOT "A"STREET "B"STREET "I"STREET "J"STREET "L"LO
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LOT 116PE 294.0LOT 117PE 292.9LOT 122PE 300.3LOT 123PE 301.4LOT 124PE 302.4LOT 125PE 303.5LOT 126PE 304.6LOT 127PE 305.7LOT 128PE 306.8LOT 129PE 307.9LOT 130PE 309.0LOT 131PE 310.0LOT 132PE 311.1LOT 133PE 312.2LOT 134PE 313.3LOT 135PE 314.2LOT 136PE 312.4LOT 137PE 308.8LOT 138PE 308.8LOT 139PE 306.0LOT 140PE 304.7LOT 141PE 303.6LOT 142PE 302.5LOT 143PE 301.4LOT 144PE 300.3LOT 145PE 299.3LOT 146PE 298.2LOT 147PE 297.1LOT 148PE 296.0LOT 149PE 295.0H.P.H.P.H.P.H.P.H.P.H.P.H.P.H.P.H.P.H.P.H.P.G
.
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.LOT 155PE 306.8LOT 154PE 306.6LOT 153PE 306.4LOT 152PE 306.1LOT 151PE 305.9LOT 150PE 305.7LOT 168PE 301.0LOT 167PE 301.5LOT 166PE 302.1LOT 165PE 302.7LOT 164PE 303.2LOT 163PE 303.8LOT 162PE 304.3LOT 161PE 304.9LOT 160PE 305.3LOT 159PE 305.8LOT 158PE 306.4LOT 157PE 307.0LOT 190PE 307.0LOT 189PE 306.7LOT 188PE 306.5LOT 187PE 306.3LOT 186PE 306.0LOT 185PE 305.8LOT 197PE 301.6LOT 196PE 302.0LOT 195PE 302.5LOT 194PE 303.1LOT 193PE 303.7LOT 192PE 304.2LOT 191PE 305.1LOT 179PE 307.0LOT 180PE 306.7LOT 181PE 306.3LOT 182PE 306.0LOT 183PE 305.7LOT 184PE 305.5LOT 173PE 305.5LOT 172PE 305.5LOT 171PE 304.1LOT 170PE 303.6LOT 169PE 303.1LOT 174PE 305.5LOT 175PE 306.0LOT 176PE 306.3LOT 177PE 306.7LOT 178PE 307.0RET. BASINBTM =291.2RET. BASINBTM =301.0LOT 205PE 304.7LOT 204PE 304.2LOT 203PE 303.8LOT 202PE 303.4LOT 201PE 303.0LOT 200PE 302.6LOT 199PE 302.2PE 301.6LOT 215PE 301.0LOT 214PE 301.2LOT 213PE 301.5LOT 212PE 301.7PE 301.9PE 301.9LOT 210PE 302.2LOT 209PE 302.4LOT 208PE 302.6LOT 207PE 302.8LOT 206PE 302.9LOT 226PE 302.9LOT 227PE 302.2LOT 228PE 302.0LOT 229PE 301.8LOT 230PE 230.0LOT 223PE 302.4LOT 224PE 302.6LOT 225PE 302.8LOT 222PE 302.2LOT 221PE 302.0LOT 220PE 301.8LOT 219PE 301.6LOT 234PE 300.7LOT 233PE 300.9LOT 232PE 301.1LOT 231PE 301.4LOT 235PE 300.5LOT 236PE 300.3LOT 216PE 301.1LOT 217PE 301.3LOT 218PE 301.4LOT 237PE 300.4LOT 238PE 300.6LOT 239PE 300.8LOT 240PE 301.0LOT 241PE 301.2LOT 242PE 301.4LOT 243PE 301.6LOT 244PE 301.8LOT 247PE 303.5LOT 245PE 302.0LOT 246PE 302.2LOT 248PE 302.8LOT 249PE 302.6LOT 250PE 302.4LOT 251PE 302.2LOT 252PE 302.0LOT 253PE 301.8LOT 254PE 301.6LOT 255PE 301.4LOT 257PE 300.0LOT 258PE 300.6LOT 259PE 300.4LOT 260PE 300.2LOT 261PE 300.0LOT 263PE 299.1LOT 264PE 299.3LOT 265PE 299.5LOT 266PE 299.7LOT 267PE 299.9LOT 268PE 300.1LOT 269PE 300.0LOT 270PE 300.0LOT 271PE 299.8LOT 272PE 299.5LOT 273PE 299.3LOT 274PE 299.1LOT 277PE 298.1LOT 278PE 298.3LOT 279PE 298.5LOT 280PE 298.7LOT 281PE 298.8LOT 282PE 299.0LOT 283PE 299.2LOT 262PE 298.9LOT 275PE 298.9LOT 276PE 297.9LOT 291PE 297.9LOT 292PE 296.9LOT 290PE 298.1LOT 289PE 298.4LOT 288PE 298.6LOT 287PE 298.8LOT 286PE 299.1LOT 285PE 299.3LOT 294PE 297.7LOT 293PE 297.3LOT 295PE 298.1LOT 296PE 298.7LOT 297PE 299.4PE 300.1LOT 284PE 299.4LOT 299PE 300.3LOT 300PE 299.8LOT 301PE 299.4LOT 302PE 299.0LOT 303PE 298.5LOT 304PE 298.1LOT 309PE 296.4LOT 310PE 296.7LOT 311PE 296.9LOT 312PE 297.2LOT 313PE 297.6LOT 314PE 297.8LOT 305PE 297.6LOT 306PE 296.9LOT 307PE 296.0LOT 308PE 296.2LOT 321PE 296.1LOT 322PE 294.9LOT 332PE 295.0LOT 331PE 295.3LOT 330PE 295.5LOT 315PE 297.6LOT 316PE 297.3LOT 328PE 296.1LOT 329PE 296.2LOT 327PE 295.9LOT 326PE 295.7LOT 325PE 295.5LOT 324PE 295.3LOT 323PE 295.1LOT 320PE 296.4LOT 319PE 296.6LOT 318PE 296.8LOT 317PE 297.1P
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2
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1LOT "J"G.B.G.B.LOT 333RET. BASINBTM =287.4RET. BASINBTM =290.3PROPOSEDDRYWELL (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSEDLEVELING PIPE(TYP.)PROPOSEDDRYWELL (TYP.)PROPOSED CATCHBASIN (TYP.)LOT 298LOT 198PROPOSEDDRYWELL (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSEDDRYWELL (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSEDDRYWELL (TYP.)PROPOSEDCATCH BASIN(TYP.)CL
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Page 40 of 43
CITY OF PALM DESERT
73-510 FRED WARING DRIVE
PALM DESERT, CALIFORNIA 92260-2578
TEL: 760-776-6483
PLANNING@PALMDESERT.GOV
CITY OF PALM DESERT
PUBLIC HEARING NOTICE
CASE NO. TTM23-0002 (TTM 38434)
NOTICE IS HEREBY GIVEN THAT A PUBLIC HEARING WILL BE HELD BEFORE THE
PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, TO CONSIDER A
REQUEST BY PULTE HOME COMPANY TO REVISE THE APPROVED PAD ELEVATIONS FOR
TENTATIVE TRACT MAP 38434 TO ACCOMMODATE A 332 SINGLE-FAMILY HOME
RESIDENTIAL DEVELOPMENT ON A 93.56 ACRE PROJECT SITE SOUTH OF GERALD FORD
DRIVE AND WEST OF PORTOLA ROAD WITHIN THE EXISTING REFUGE SPECIFIC PLAN
AREA
The City of Palm Desert (City), in its capacity as the Lead Agency for this project and pursuant to
the California Environmental Quality Act (CEQA), finds that the proposed project is consistent
with the previously adopted Mitigated Negative Declaration adopted for the Refuge Specific Plan
(SP/EA22-0001) via City Council Resolution No. 2022-93; therefore, no further environmental
review is necessary.
PROJECT LOCATION/DESCRIPTION:
PROJECT LOCATION: A 93.56-acre project site south of Gerald Ford Drive and west of Portola
Road (APNs 694-310-009 & 694-31-011).
PROJECT DESCRIPTION: The applicant proposes revising the approved pad elevations for the
332 single-family home residential development on a 93.56-acre project site approved as
Tentative Tract Map 38434.
PUBLIC HEARING: NOTICE IS HEREBY GIVEN that the Planning Commission of the City of
Palm Desert, California, will hold a Public Hearing at its meeting on March 5, 2024. The Planning
Commission meeting begins at 6:00 p.m. in the Council Chamber at 73510 Fred Waring Drive,
Palm Desert, California. Pursuant to Assembly Bill 2449, this meeting may be conducted as a
hybrid meeting allowing public access via teleconference or in person. Options for remote
participation will be listed on the Posted Agenda for the meeting at:
https://www.palmdesert.gov/our-city/committees-and-commissions/commission-information.
PUBLIC REVIEW: The plans and related documents are available for public review Monday
through Friday from 8:00 a.m. to 5:00 p.m. by contacting the project planner, Carlos Flores. Please
submit written comments to the Planning Division. If any group challenges the action in court,
issues raised may be limited to only those issues raised at the public hearing described in this
notice or in written correspondence at or prior to the Planning Commission hearing. All comments
and any questions should be directed to:
Carlos Flores, Principal Planner
City of Palm Desert
73-510 Fred Waring Drive
Palm Desert, CA 92260
(760) 346-0611, Extension 478
cflores@palmdesert.gov
PUBLISH: THE DESERT SUN RICHARD D. CANNONE, AICP, SECRETARY
FEBRUARY 23, 2024 PALM DESERT PLANNING COMMISSION
Page 41 of 43
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PLANNING COMMISSION
ATTENDANCE REPORT
ROLLING CALENDAR
Year 2024 2024
Month
Date 7-Mar 21-Mar 4-Apr 18-Apr 2-May 16-May 6-Jun 20-Jun 4-Jul 18-Jul 1-Aug 15-Aug 5-Sep 7-Sep 19-Sep 3-Oct 17-Oct 7-Nov 21-Nov 5-Dec 20-Dec 2-Jan 16-Jan 6-Feb 20-Feb
DeLuna, Nancy P --P -P P P -P P P P A P P P --P - - - P P 1 1
Greenwood, John P --P -P P E -P P P P P P P P --P - - - P E 2 0
Gregory, Ron A --P -P E P -P P P P P P P E --P - - - P P 3 1
Holt, Lindsay P --A -P P P -E E P P R P P R --E - - - P P 4 1
Pradetto, Joseph P --P -P P P -P P P P A E E P --P - - - P P 3 0
SS
Palm Desert Municipal Code 2.34.010:
P Present
A Absent
E Excused
R Remote
SS Study Session
-No meeting
2023 2023 2023
Total
Absences
Oct Nov Dec
M. O'Reilly
2023 2023 2024
Jan Feb
Twice Monthly: Six unexcused absences from regular meetings in any twelve-month period shall constitute an automatic resignation of members holding office on boards that meet twice monthly.
Total
Unexcused
Absences
Mar Apr May Jun Jul Aug Sep
2023 2023 2023 2023 2023
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