BWFE2022-0267DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type:
Permit Number:
Property Address:
APN:
Legal Description
Property Zoning:
Valuation:
Wall / Fence
BWFE2022-0267
58069 CORAL VIEW WAY
766140013
$3,135.00
Declaration / Acknowledgement
BUILDING PERMIT
athita
CALIFORNIA
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 05/31/2022
ISSUED DATE: 06/28/2022
Owner: Jessica Nicholas
310 Commerce St Suite 150, Irvine, CA 92602
Applicant: Jessica Nicholas
310 Commerce St Suite 150, Irvine, CA 92602
Contractor: Jessica Nicholas / 818129
310 Commerce St Suite 150, Irvine, CA 92602
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors' State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 7031.5,
Business and Professions Code: Any city or county that requires a permit
to construct, alter, improve, demolish, or repair any structure, prior to its
issuance, also requires the applicant for the permit to file a signed
statement that he or she is licensed pursuant to the provisions of the
Contractors' State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] Any violation of Section 7031.5 by any applicant for a permit
subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an owner of
property who, through employees' or personal effort, builds or improves
the property, provided that the improvements are not intended or offered
for sale. If, however, the building or improvement is sold within one year of
completion, the Owner -Builder will have the burden of proving that it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors' State License Law.
As an Owner -Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner -builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
WORKERS' COMPENSATION DECLARATION (1, 2 or 3)
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION
TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION
3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
1) Has and will maintain a certificate of consent to self -insure for workers'
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which
this permit is issued.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers' compensation laws of California, and agree that, if should
become subject to the workers' compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being performed under or
pursuant to any permit issued as a result of this application, the owner, and
the applicant, each agrees to, and shall defend, indemnify and hold harmless
the City of La Quinta, its officers, agents, and employees for any act or
omission related to the work being performed under or following issuance of
this permit.
2) Any permit issued as a result of this application becomes null and void if
work is not commenced within 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. Agree to comply with all city and county ordinances and
state laws relating to building construction, and hereby authorize
representatives of this city to enter upon the above -mentioned property for
inspection purposes.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 4/9/25 12:35 pm Page 1 of 3
BUILDING PERMIT
Permit Type: Wall / Fence
Permit Number: BWFE2022-0267
Property Address: 58069 CORAL VIEW WAY
Use of Permit
CANTERA / 33LF 6' GARDEN WALL AT FRONT PL AND SIDE YARD *"* 33LF OF 6' GARDEN WALL / 26LF OF 6' GARDEN WALL [ORCO
DETAIL #1 B] AND 7LF OF 6' GARDEN WALL[ORCO DETAIL #1A] AT FRONT OF FRONT OF PROPERTY PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA
BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM,
AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2019 CALIFORNIA BUILDING CODES.
Construction Details
Total Block Wall LF 33
Valuation Details
Type
Group
Sq Ft Value
Financial Information
Invoice No.
PERMIT-BWFE2022-02€
7
Fee
WALL/FENCE - FIRST 100LF PC
WALL/FENCE - FIRST 100LF
RECORDS MANAGEMENT FEE
BSAS SB1473 FEE
TECHNOLOGY ENHANCEMENT FEE
Total for Invoice PERMIT-BWFE2022-0267
Fee Amount
$69.47
$55.58
$11.00
$1.00
$5.00
Amount Paid
$69.47
$55.58
$11.00
$1.00
$5.00
$142.05 $142.05
Grand Total for Permit
$142.05 $142.05
Workflow / Inspections
Workflow Step / Action Name
Action Type
Start Date End Date
Inspections v.1 05/31/2022 0:00
FINAL** v.1
Inspection
FOOTINGS v.4
Inspection
BOND BEAM v.1
Inspection
FOOTINGS v.3
Inspection
FOOTINGS v.2
Inspection
FOOTINGS v.1
Inspection
Inspections
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
Printed: 4/9/25 12:35 pm Page 2 of 3
BUILDING PERMIT
Permit Type:
Permit Number:
Property Address:
Wall / Fence
BWFE2022-0267
58069 CORAL VIEW WAY
Certificate of Occupancy
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
jurisdiction shall not be valid.
Service Utilities
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Printed: 4/9/25 12:35 pm Page 3 of 3
COMBO WALL
PER LOT 39
6' ORCO STANDARD
CMU SITE WALL W/
SPREAD FOOTING
7 L.F.
GARDEN WALL
PER SEPARATE \
PERMIT \\
6' ORCO STANDARD
CMU SITE WALL W/
SPREAD FOOTING
13 L.F.
/
GARDEN WALL
PER SEPARATE
PERMIT
6' ORCO STANDARD
CMU SITE WALL W/
TRENCH FOOTING
26 L.F.
2-0267 / 58069 CORAL VIEW WAY
CITY OF LA QUINTA
BUILDING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
DATE 06/21/2022 BY AMW
33LF OF 6' GARDEN WALL / 26LF OF 6' GARDEN WALL [ORCO DETAIL
#1B] AND 7LF OF 6' GARDEN WALL[ORCO DETAIL #1A] AT FRONT OF
FRONT OF PROPERTY PRECISION CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE
BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A
SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE
CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2019
BUILDING CODES.
BEAZER
-'cam HOMES
CANTERA A CORAL MOUNTAIN
MAY 2022
MSA CONSULTING, INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
7603209811 msaconsultinginc.com
WALL EXHIBITS
58-069 CORAL VIEW WAY
LA OUINTA, CA 92253
TRACT 31249, LOT 38, PLAN 4CL
LOT AREA
14,369 SF
SCALE 1 '=30'
ORCO STANDARD CMU SITE WALLS W/ SPREAD FOOTING
FOR 110 MPH 3 SEC. GUST @ EXP C
REBAR NOTE:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH
WALL RETURNS & CONSTRUCTION JOINTS.
• PROVIDE DOWEL & DROP -IN BAR ACCORDING TO DETAIL
AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND
Oa WALL HEIGHT CHANGES.
EQUAL /
/ //
CAP UNIT
ORCO 6816 OR 6616 CMU
GROUTED ONLY @ VERT STEEL
#4 - DROP -IN BAR @ 40" O/C
@ CENTER OF CMU
#6 STD JOINT REINFORCEMENT
@ 24" O/C (3 PLACES). USE #5
STD. FOR SLUMP BLOCK
NOTE:
FOR SIDEYARD RETURN WALLS WHERE
DRAINAGE SWALE OCCURES, A 1/2 BLOCK
MAY LEFT OUT Oa SWALE GRADE. PROVIDE
#4 DOWEL AND #4 DROP -IN BAR ON EACH
SIDE OF THE 1/2 BLOCK DRAIN.
//
#4 DOWEL @ 40" O/C
@ CENTER OF CMU.
PROVIDE 24" MIN. LAP.
EQUAL
•� •
2'-4"
10"
LEVEL GRADE
BOTH SIDES
#4 HORZ. CONT.
AS SHOWN
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #1A
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH, f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
WEDGELOCK BLOCK, SLUMP BLOCK AND SPLITFACE BLOCK ARE
ACCEPTABLE.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAYBE WET -SET 1-1/2"INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 40' O/C. 20' O/C FOR WALLS TO
BE MORTAR WASHED OR STUCCO COATED.
ENGINEERING STAMP APPROVAL IS CONDITIONAL;
REQUIRING USE OF ORCO MANUFACTURED CMU ON
ALL ORCO WALL SYSTEM DESIGNS.
BEAZER HOMES
CANTERA CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
FESC
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ORCO STANDARD CMU SITE WALLS W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST Cad EXP C
REBAR NOTE:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH
WALL RETURNS & CONSTRUCTION JOINTS.
• PROVIDE DOWEL & DROP -IN BAR ACCORDING TO DETAIL
AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND
@ WALL HEIGHT CHANGES.
CAP UNIT
ORCO 6816 OR 6616 CMU
GROUTED ONLY @ VERT STEEL
#4 DROP -IN BAR @ 40" O/C
@ CENTER OF CMU
NOTE:
PROVIDE #4 DOWEL & #4 DROP -IN
BAR AT EACH SIDE OF CONTROL
JOINTS, ENDS OF WALLS AND @
WALL HEIGHT CHANGES
#6 STD JOINT REINFORCEMENT
@ 24" O/C (3 PLACES). USE #5
STD. FOR SLUMP BLOCK
NOTE:
FOR SIDEYARD RETURN WALLS WHERE
DRAINAGE SWALE OCCURES, A 1/2 BLOCK
MAY LEFT OUT @ SWALE GRADE. PROVIDE
#4 DOWEL AND #4 DROP -IN BAR ON EACH
SIDE OF THE 1/2 BLOCK DRAIN.
#4 DOWEL @ 40" O/C
CENTER OF CMU.
PROVIDE 24" MIN. LAP.
ti
v
8"
CONT.
2
MAX.
#4 HORZ. CONT.
@ 18" O/C.
7' TO DAYLIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #1B
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH, f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
WEDGELOCK BLOCK, SLUMP BLOCK AND SPLITFACE BLOCK ARE
ACCEPTABLE.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 40' O/C. 20' O/C FOR WALLS TO
BE MORTAR WASHED OR STUCCO COATED.
ENGINEERING STAMP APPROVAL IS CONDITIONAL;
REQUIRING USE OF ORCO MANUFACTURED CMU ON
ALL ORCO WALL SYSTEM DESIGNS.
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
FES'
F1
NO. 83660 D
* \ EXP. 03/31/2023
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