BWFE2018-001178-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
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DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2018-0011
Property Address:
54510 AVENIDA VALLEJO
APN:
774282001
Application Description:
CORONEL / BLOCK WALL
Property Zoning:
Application Valuation:
$2,500.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
SPIEGEL DEV
54510 AVENIDA VALLEJO
LA QUINTA, CA 92253
Date: 1/16/2018
Applicant: Contractor:
CORONEL ENTERPRISES INC ® CORONEL ENTERPRISES INC
42760 MADIO STREET i 42760 MADIO STREET
INDIO, CA 92201 JAN 16 6 2018. INDIO, CA 92201
CITM Q� (760)775-1234
DESIGNANp p LA QUINTA Llc. No.: 727199
EVEIOPMENTpEPARTy
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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: B,._ License No.: 72719-9 _ /1
D* —lL - l cabiocto,
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
Lender's
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 work 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: BENCHMARK INSURANCE COMPANY Policy Number: CST5009346
_ 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 Californla, and agree that, if I should become subject to the
workers' compensation provisions of Sec ljOn 3780 of thLabor Co�e� I shall forthwith
comply with those provisions. `\ f I
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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 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 thi;,city r enter rn�the
above-mentioned property for inspection purposes.
Dates ( 6—1ant or Agen
r
Date: 1/16/2018
Application Number: BWFE2018-0011
Owner:
Property Address: 54510 AVENIDA VALLEJO
SPIEGEL DEV
APN: 774282001
54510 AVENIDA VALLEJO
Application Description: CORONEL / BLOCK WALL
LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $2,500.00
Applicant:
Contractor:
CORONEL ENTERPRISES INC
CORONEL ENTERPRISES INC
42760 MADIO STREET
42760 MADIO STREET
INDIO, CA 92201
INDIO, CA 92201
(760)775-1234
Llc. No.: 727199
Detail: 50 LF OF 8' GARDEN WALL [ANGELUS 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. PER 2016 CALIFORNIA BUILDING CODES
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I
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
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FINANCIAL
DESCRIPTION
INFORMATION
ACCOUNT QTY .
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400 .0
$15.60
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404 0
$52.01
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600 0
$65.02
Total Paid for BLOCK WALL:
$132.63
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
DESCRIPTION
ACCOUNTQTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:
$10.00
DESCRIPTION
ACCOUNT
QTY.
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
.$5.00
I
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
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11
GHL INC.
A":HIiz.'II;RE. - N(ANEERI;N(i
228 East Badillo Streo I Covina, CA 91723
626938,.1595
F: 626998,0085
w�nw,yLlva.com
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. f(j_,j„ DATE: 04/27/2017
* EXP. 9-30-181*
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DATE SIGNED 4-12-17
S-1.6LQ
#16-077
6' High Wall
2' to 4' Retaining
0§0L0C
Heel
-in Footing
C ®110mph (ult.)
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
Risk
Category I
DESIGN CRITERIA:
6"/8"
Wide CMU
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
OPTIONAL WALL CAP'
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, Vm = 1500ps1. 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
LADDER TYPE
PROJECT SPECIFIC SITE.
#5 STD. FOR SLUMPSTONE)
JOINT REINF, AT TOP COURSE.: '
AT FIRST COURSE, AND 34"ti.c..
1• REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FENCE
'H' + 12"
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS....
8" WIDE (NOM:) CMU
DISTANCE TO EDGE OF
w/ ''Y BARS PER
NEAREST ADJACENT
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD–DRAWN STEEL
SCHEDULE ® CTR.
FOUNDATION
r
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES,
OF WALL. GROUT
CELLS w/ REINF.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ®28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
a
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
#4 HORIZ. 024'o.c.
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
0 RETAINING
WITHOUT MORTARLESS HEAD JOINTS (TONGUE–AND–GROOVE), OR
OPTIONAL CHAMFER
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
4"0 SOR 35 PERF. PIPE w/
BACKFILL -
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
1C.f. 3/4" GRAVEL WRAPPED IN
WELL GRADED, CLEAN
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPORTIONS AND
MIRAFI 140N FILTER FABRIC–
SANDS OR GRAVEL OR
REQUIREMENTS OF ASTM C270, OR SPEC MIX INR MASONRY MORTAR AS
SLOPE TO DRAIN. WATERPROOF
COMBINATION
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY
BACKSIDE OF RETAINING WALL
USC= GW,GP OR SW,SP
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
8" WIDE (NOM.) CMU
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
FULLY GROUTED
2000ps1.
2j"OUTSIDE FACE
7. FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETEX'
BARS PER
OF BLOCK TO o
IS PLASTIC.
SCHEDULE, LAP
'
x
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
24" MIN.
_ 0
VERTICAL CONTINUITY OF THE CELLS.F
G
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9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
WET–SET FIRST io • z:
MORTAR WASHED
.
COURSE
10. GROUT ALL CELLS WITH REINFORCEMENT.;
#4 CONT.
N
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
#4 CONT. ® 12"o.c. , —
— •—
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
,
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
M1
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS
CONT. CONC. FTG.
R"
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
CONC. KEY
..
12" 12"
MASONRY FENCE RETAINING WALL SCHEDULE
H, X' BARS- Y' BARS B' MIN. C' MIN.
'B' MIN.
16" LONG CMU 16" LCNC CMU
77-- 4032 o.c. 4®48o.c. 2'=9" N A
PER SCHEDULE
LOADING
2'-8" 4032"o.c. 4048"o.c. 3'=0" N/A
Q� Oil
1. SEISMIC, 5% DAMPING 0 1 SECOND
9�
3'-4" 4032"o.c. 4048"o.c. 3'-5" N A ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
.
4'-0" 4032"o.c. I #4048"o.c. 1. 3'-11 1 0'-2" LOADING.
tj
stn .oa o, 1n'
GHL INC.
A":HIiz.'II;RE. - N(ANEERI;N(i
228 East Badillo Streo I Covina, CA 91723
626938,.1595
F: 626998,0085
w�nw,yLlva.com
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. f(j_,j„ DATE: 04/27/2017
* EXP. 9-30-181*
��_1115F �vc\ox�\051/&
DATE SIGNED 4-12-17
S-1.6LQ
#16-077