BWFE2019-016978-495 CALLE TAMPICO
Titit 4 etry Q"
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2019-0169
Property Address: 54475 AVENIDA DIAZ
APN: 774233026
Application Description: LENNOX / 20LF OF COMBO WALLS AT FRONT PL
Property Zoning:
Application Valuation: $2,800.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/5/2019
Owner:
CARLA EILEEN LENNOX & HUSSAIN MIRZA
54475 AVENIDA DIAZ
LA QUINTA, CA 92253
Applicant: --- Contractor:
HUITRON CONSTRUCTION CO HUITRON CONSTRUCTION CO
50427 RIGO CT V
L! 50427 RIGO CT
COACH ELLA, CA 92236 COACHELLA, CA 92236
SEP 0 5 2019 DD
(760)457-9960
CITY OF LA QUINTA Uc. No.: 1030332
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 70001 of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
License Class: B (y� License No.: 1030332
Date: _ S- 1 Contractor:c V 7
xL"
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 ($500).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that he
or she did not build or improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to
construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State
License Law does not apply to an owner of property who builds or improves thereon,
and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractors' State License Law,).
(_) I am exempt under Sec. B.&P.C. for this reason
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's Ad
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of thew rk for which this permit is issued.
I have and will maintainworkers' compensation insurance, as required by
Secti n 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My workers' compensation insurance carrier and policy number are:
Carrier: BENCHMARK N&RAUCEPolicy Number: C$Tpa,5J96
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 withthoseprovisions.
�i 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 ATTORNEY'S 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 ofthis 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 a ov information is Garrett.
I agree to comply with all city and county ordinances and state 1 5 rel��ting to i an
construction, and hereby authorize representatives of this ci y enter►upon th a ovJ
mentioned property for inspection purposes. �� ff
Date: \ Signature (Applicant or Agent): `.'
'Date: 9/5/2019
Application Number: BWFE2019-0169
Property Address: 54475 AVENIDA DIAZ
APN: 774233026
Application Description: LENNOX / 20LF OF COMBO WALLS AT FRONT PL
Property Zoning:
Application Valuation: $2,800.00
Applicant:
HUITRON CONSTRUCTION CO
50427 RIGO CT
COACHELLA, CA 92236
Owner:
CARLA EILEEN LENNOX & HUSSAIN MIRZA
54475 AVENIDA DIAZ
LA QUINTA, CA 92253
Contractor:
HUITRON CONSTRUCTION CO
50427 RIGO CT
COACHELLA, CA 92236
(760)457-9960
Llc. No.: 1030332
Detail: 20LF OF G COMBO RETAINING WALL AT FRONT (EAST) PROPERTY LINE. [ANGELUS 5-1.6LQ SPECIFICATIONS] NOT TO ENCROAH INTO PUBLIC
RIGHT-OF-WAY. 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. 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$16.01
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$53.37
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$66.71
Total Paid for BLOCK WALL: $136.09
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
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: $S.00
CALIFORNIA
Project Address: 5� 7
PERMIT # --f1�\AJM2al 1 --
a t6
PLAN LOCATION:
Project Description: b
C cim-6,o
APN #:
Applicant Name:
Address: 54— Z
City, ST, Zips
f f
Telephone:
Email:
Project Valuation $�
Contractor Name:
New Construction:
Address:
S
Conditioned Space SF
City, St, Zip
' `ALK, CA c17,7--!�,L
Garage SF
Telephone:
S`Z
Patio/Porch SF
Email: U�
e V�5 J'-, ° 6 ,/\ � . [
Fire Sprinklers SF
State Lic: l�
City Bus Lic: 1
Architect/Engineer Name:
Construction Occupancy:
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name: Q -�
New Commercial / Tenant Improvements:
Address: 5
Total Building SF
City, ST, Zip gyp;'
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
# Submittal
Plan Sets
i
Structural Calcs
Truss Calcs
Title 24 Calcs
CVWD Fire Flow Letter
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
OFFICE USE ONLY
Required
Received
8/23/2019
iiuifimn conagmAknaw.111on Co.
50427 Rigo Ct. — Coachella, CA. 92236
Phone: (760)457-9960 Email: huitronconstruction@yahoo.com Fax: (760)262-3904
License No. 1030332 (General Contractor)
PROPOSAL-0 111
Carla Lennox
54475 Ave Diaz
La Quints Ca 92254
SCOPE OF THE WORK TO BE PERFORMED
+ Garden Wall (color tan)
WORK DESCRIPTION
• Fix landscaping in front of house.
• Install Irrigation.
• Build retaining wall 20 In. ft. and install garden wall on top.
• Install rebar in footings like the city required
• Garden wall is 6 ft. high
Total 20 line feet @ $140/line feet ....................................................... ........... $2,800.00
Thank You for Choosing Huitron Construction for Your Home Project!
a
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c rry
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OF LA UI
BUILDING DI ISI(
REVIEWED FOF
_ CODE
DATE-165-,
CITY
IM.
B*CO6,
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, f m = 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.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
CRAVE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL 9ARS 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 ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, 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 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
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.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE RETAINING WALL SCHEDULE
.H,
X BARS
16LONG CMU
-'Y' BARS
16" LONG CMU
'B' MIN.
'C' MIN.
2-0
4®32 o.c.
4048 o.c.
2-9
N A
2'-8"
4832"o.c.
4®48"o.c.
3' 0"
N/A
3'-4"
#4032"o.c.
I #4048"o.c.
3'-5"
1N A
4'-0"
4032"o.c. I
#41I48"o.c.
3'-11"
GHL INC.
ARCHITECTURE , ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938 1595
F: 626.939 0485
_ www ghl-ce com
6' High Wall 2' to 4' Retaining
Heel -in Footing
C ® 110mph (ult.)
Risk Category 1
678" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE, --
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE 0 CTR. —
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
® RETAINING
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14ON FILTER FABRIC— -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G-
WET—SET FIRST j
COURSE — — —
#4 CONT — —
#4 CONT. ® 12"o.c.
CONT. CONC. FTG.
CONC. KEY --
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. 6,& DATE: 09/21/2018
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
I <
-OPTIONAL CHAMFER
BACKFILL—
WELL GRADED, CLEAN
,SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2j" OUTSIDE FACE
Li
OF BLOCK TO
o
Ct OF VERT
=
=
U
1n
Ir
w
a
r
N
U
7'12
*1
3" C R.
12"
'B' MIN.
PER SCHEDULE
DATE SIGNED 9-10-18
S-1.6LQ
#16-077