MBA 2025-0008 to SP 2001-051 Desert Preschool Academy Plan Modifications (11.06.2025)ta "NW
CALIFORNIA -
November 6, 2025
Margie Sanchez
77570 Springfield Lane Suite N
Palm Desert, CA 92201
SUBJECT: MBA 2025-0008 SITE PLAN CHANGE FOR DESERT PRESCHOOL ACADEMY
50905 AVENIDA BERMUDAS
APN: 773-370-003
Dear Margie Sanchez:
The Design and Development Department has reviewed your request to make modifications to
the site plan of an existing commercial building located at 50905 Avenida Bermudas. The plan
modifications are minor and will comply with the spirit and intent of Specific Plan 2001-051 and
Village Use Permit 2001-007. The project will result in the construction of an outdoor play area
with two shade structures built in conjunction with a proposed day care/preschool facility. The
modifications are approved as shown on the attached exhibit, subject to the following conditions
of approval:
1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta
("City"), its agents, officers and employees from any claim, action or proceeding to attack,
set aside, void, or annul the approval of this Modification By Applicant. The City shall have
sole discretion in selecting its defense counsel.
The City shall promptly notify the applicant of any claim, action or proceeding and shall
cooperate fully in the defense.
2. The applicant shall conform to all other corresponding conditions of approval for Specific
Plan 2001-051, Village Use Permit 2001-007, and Minor Use Permit 2024-0008.
3. The applicant shall submit plans for all play equipment to the Building Division.
4. The applicant shall inform the City of La Quinta's Planning Division of any subsequent
changes. Additional modifications may require subsequent review and may result in
additional condition(s) of approval.
5. Outdoor Activities shall be limited to the hours between 8:30 a.m. and 7:00 p.m.
6. All outdoor lighting shall comply with the La Quinta Municipal Code Section 9.100.150.
ta "NW
CALIFORNIA -
7. The applicant shall apply for and obtain all necessary building permits and grading
permits as required.
Thank you for your attention to these items, and if you have any questions, please contact me
directly at (760) 777-7069 and/or at snesporCcDlaquintaca.gov .
Sincerely,
Scott Nespor
Senior Planner
Design and Development
Cc: Cheri Flores, Interim Design and Development Director
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1. DESIGN LOADS:
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LIVE LOAD=s psf
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SEISMIC S1=0.60, Ss=1.53
BLOCK WALL
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2. STRUCTURAL STEEL
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3. ALLOWABLE SOILS BEARING PRESSURE USED IN DESIGN-1,500 ESE
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PLANNING APPROVAL
ADMINISTRATIVE
CASE#
EXHIBIT#
INITIAL
DATE
MBA2025-0008
snespor
10/30/2025 10:36:52 AM
REINFORCED CONCRETE
1. ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN
THE CAIIFORNIA BUILDING CODE CHAPTER 19. SPECIAL INSPECTIONS AND VERIFICATIONS SHOULD BE PROVIDED IN
ACCORDANCE WITH SECTION 1705.3.
2. CEMENT SHALL CONFORM TO SECTION 1903 OF THE BUILDING CODE AND SHALL CORRESPOND TO THAT ON WHICH
THE SELECTION OF CONCRETE PROPORTIONS WERE BASED.
3. CONCRETE AGGREGATES SHALL CONFORM TO BUILDING CODE SECTION 1903.
4. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM C150. FOR CONCRETE IN CONTACT WITH SOIL
CONTAINING SULFATE >/= 0.1% BY WEIGHT USE TYPE II, FOR SULFATE >/= 0.2% BY WEIGHT, USE TYPE V.
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615. USE GRADE 40 FOR BAR SIZES #3 AND #4, AND GRADE 60
FOR BAR SIZES #5 AND LARGER.
6. THE 28 DAY MINIMUM COMPRESIVE STRENGTH SHALL BE Ec-2,500 PSI. THE WATER TO CEMENT RATIO SHALL NOT
EXCEED 62 GALLONS PER SACK OF CEMENT MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD, MAXIMUM SLUMP=4°
7. SPECIAL INSPECTION IS REQUIRED FOR CONCRETE WITH F'c>2500 PSI.
8. PERIODIC SPECIAL INSPECTION FOR EPDXY ANCHORS SET IN HARDENED CONCRETE SHALL BE PROVIDED IN ACCORDANCE
WITH SECTION 1705.3 OF THE 2022 CALIFORNIA BUILDING CODE.
9. ALL REINFORCING, DOWELS, HOLDOWNS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND APPROVED BY THE
LOCAL BUILDING OFFICIAL PRIOR TO THE POURING OF ANY CONCRETE.
10. MINIMUM CONCRETE COVER FOR REINFORCING:
A. CONCRETE PLACED AGAINST THE EARTH NOT FORMED..... 3°
B. CONCRETE FORMED OR TROWELED ......2"
C. WALLS AND CURBS.................1)2"
D. STAB ON GRADE..............*AT CENTER
STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN
THE CALIFORNIA BUILDING CODE CHAPTER 22 AND REFERENCE.
2. STEEL SHALL BE PRIMED WITH A RUST RESISTANCE PRIMER AND SHOULD CONFORM TO ASTM A36 (Fy=36KSI) AS
A MINIMUM, UNLESS OTHERWISE NOTED.
3. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B (Fy-35KSI).
4. RECTANGULAR HSS TUBING SHALL CONFORM TO ASTM A500, GRADE B (Fy-46KSI).
5. ALL STRUCTURAL WELDING PROCEDURES AND MATERIALS SHALL CONFORM TO BUILDING CODE, SECTION 2204.1.
ALL WELDING SHALL BE BY THE SHIELD METAL ARC WELDING PROCESS OR THE SUBMERGED ARC WELDING PROCESS,
USING E70XX-LOW HYDROGEN ELECTRODES, UNLESS OTHERWISE NOTED.
6. ALL BOLTS FOR CONNECTIONS OF STEEL MEMBERS SHALL CONFORM TO BUILDING CODE, SECTION 2204.2.
HOLES FOR BOLTS SHOULD BE DRILLED OR PUNCHED AND SHALL BE &` LARGER THAN BOLT DIAMETER.
7. ALL SHOP WELDING AND FABRICATION MUST BE DONE IN A SHOP APPROVED BY A SPECIAL INSPECTION AGENCY
WHICH IS APPROVED BY THE BUILDING OFFICIAL.
ALL FIELD WELDING MUST BE PERFORMED BY A CERTIFIED WELDER AND A SPECIAL INSPECTOR SHALL CONTINUOUSLY
INSPECT ALL STRUCTURAL FIELD WELDING. BOTH SHALL BE APPROVED BY THE BUILDING OFFICIAL SPECIAL INSPECTION
FOR WELDING SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 17, SECTION 1705.2 OF THE 2019 CALIFORNIA
BUILDING CODE
8. WHERE SPECIAL INSPECTIONS ARE REQUIRED FOR STEEL ELEMENTS THEY SHALL BE PROVIDED IN ACCORDANCE
WITH CHAPTER 17, SECTION 1705.2 OF THE 2022 CAUFORNIA BUILDING CODE.
NO ELECTRICAL
A STEP LADDER IS TO BE PROVIDED
AT THE TIME OF INSPECTION
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DESERT PRESCHOOL_ ACADEMY
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JOSEPH N. ciccHwl, P.E.
POBOX 4206
PALM DESERT, CA 92261
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