BWFE2020-003778-495 CALLE TAMPICO 4,w*P
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LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2020-0037
Property Address: 52855 AVENIDA DIAZ
APN: 773311028
Application Description: OLESOVSKY / 114LF OF GARDEN WALL AT PL
Property Zoning:
Application Valuation: $10,000.00 ^
Applicant. F
OLESOVSKY PETRA
52855 AVENIDA DIAZ FEB 0 6 2020
LA QUINTA, CA 92253
CITY OF LAQUINTA
DESIGN & DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
{commencing with Section 7000) of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
License Class: 8,�-S Q2,A 5 Llcense No.: 800402
Date- 24- ./L' Contractor;
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 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 Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business
and Professions Code) or that he or she is exempt therefrom and the basis for the
alleged exemption. 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).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, 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 he
or she did not build or improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to
construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State
License Law does not apply to an owner of property who builds or improves thereon,
and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name-,
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/6/2020
Owner:
OLESOVSKY PETRA
52855 AVENIDA DIAZ
LA QUINTA, CA 92253
Contractor:
UNITED BROTHERS CONCRETE INC
41905 BOARDWALK SUITE K
PALM DESERT, CA 92211
(760)343-2861
Llc. No.: 800402
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the w rk for which this permit is issued.
�I have 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. My workers' compensation insurance carrier and policy number are:
Carrier: CYPRESS INSURANCE CQMPAiNY Policy Number: UNW0003624
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: Applicant:
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 ATTORNEYS FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is 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 180 days from date of issuance of such permit, or cessation of work
for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I 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.
Date: % Signature (Applicant or Agent���*—� / �c
Date: 2/6/2020
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
Applicant:
OLESOVSKY PETRA
52855 AVENIDA DIAZ
LA QUINTA, CA 92253
BWFE2020-0037
52855 AVENIDA DIAZ
773311028
OLESOVSKY / 114LF OF GARDEN WALL AT PL
$10,000.00
Owner:
OLESOVSKY PETRA
52855 AVENIDA DIAZ
LA QUINTA, CA 92253
Contractor:
UNITED BROTHERS CONCRETE INC
41905 BOARDWALK SUITE K
PALM DESERT, CA 92211
(760)343-2861
Llc. No.: 800402
Detail: 114LF OF 6' GARDEN WALL AT EAST (FRONT) PROPERTY LINE. [ANGELUS 5-1.2LQ SPECIFICATIONS] 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.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 501-F
101-0000-42404
0
$16.10
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 1001-F
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100LF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $136.85
DESCRIPTION ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE 101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT CITY AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416 1 0 $10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
taQ"Ftra PERMIT # —BwFE 10
PLAN LOCATION:
Project Address: �Z� S'SU Q �� Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #: W � J�—
Applicant Name:
Address: Sl% V z �` r
City, ST, Zip: � c)ov 1 ��
Telephone: 6cff
Email: (`q �-0%
Property Owner's Name: &.-svSV
Address: 5"��1 ��. `�` Al'�:-
City, ST, Zip `�" ■
Telephone:����
Email:
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Valuation of Project S � c)l OC3�� . —
7A t_L—
New Commercial / Tenant Improvements:
Total Building SF
Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
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CITY OF LA QUINTA
BUILDING DIVISION
REVIEWED FOR
CODE
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BLOCK CQ, INC.
Since "1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GR/,DE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTIR C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTeLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC„ CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
20DOpSI.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'—O"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
MASONRY FENCE WALL
SCHEDULE
'H' MAX.
X
16" LONG CMU
BARS
18" LONG CMU
D' MIN.
6'-0*'
#4048"o.c.
4®54"o.c.
2'-4"
6'—B"
4®4C"o.c.
4®45"o.c.
2'-7-
7-4"
4032"o.c.
4036"o.c.
2'-8"
8'-0"
1 44024"o.c.
4027"o.c. 1
2'-10"
WALL DESIGN IS ADEQUATE FOR 2:1 MIN. SLOPE
WITH NO SETBACK.
GHL INC
ARCHITECTURE - ENGINEERING
229 East BadBlo S{reet Co 1 CA 91723
T: 626.938.1595
F: 626 938.0485
6' to 8' High Site Wall
Trench Footing
C o 110mph iulta
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP
STD. LA
#5 STD FC
JOINT REINf
AT FIRST C
6" WIDE (N
GROUT CELI
w/ REINF.
'X' BARS PI
SCHEDULE o
CTR. OF WA
DWLS. TO M
VERT. REINF
24" MIN.
F.G. —
WET —SET FIf
COURSE
2—#4 CONT.
CONT. CONC
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. DATE: 09/21/2018
1CONT1 TO DAYLIGHT
DATE SIGNED 9-10-18
S-1.2LQ
#16-077
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