BWFE2018-0014VOICE (760) 777-7125
78 495 CALLE TAM PIC O C� 0 D
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 1/16/2018
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
Applicant:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
WALL/FENCE/CITY STANDARD/PRE-APPROVED
B W FE2018-0014
.52273 AVENIDA MADERO
774282001
CORONEL / BLOCK WALL
$200.00
D
QEDSAN 16 ,2018
CITY OF LA QUINTA
DESIGN AND 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: B . License No.: 7271
Date �—t �'(� Con Yractor.
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).:
(1 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.).
(1 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 Ad
Owner:
HACIENDA'GROUP INC
77935 CALLE TAMPICO 201
LA QUINTA, CA 92253
Contractor:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
(760)775-1234
Llc. No.: 727199
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'
com ens tion, as provided for by Section 3700 of the Labor Code, for the performance
of th�rk for which this permit is issued.
�"�j 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: CST5011949
_ 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 de, I shall forthwith
comply with those provisions.
Date: 1—I�i-I Applicant:
4D4
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 fora 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 , thebwner, 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 t enter upon t bove-
me�ntioned property for inspection purposes.
Date1 I - I Signre (Applicant or Agent):
'
Date: 1/16/2018
Application Number:-BWFE2018-0014
Owner:
Property Address: .52273 AVENIDA MADERO
HACIENDA GROUP INC
APN: 774282001
77935 CALLE TAMPICO 201
Application Description: CORONEL / BLOCK WALL
LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $200.00
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: 5 LF OF 6' GARDEN WALL AND (2) 8" COLUMNS [CITY 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
9
DESCRIPTION
FINANCIAL • ' ' •
: 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:
$117.03
DESCRIPTION
ACCOUNT
QTY
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
QTY .
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
9
S4
FOOTING OPTION _"A'I
"H,.
HEIGHT FROM TOP
OF FOOTING
0
FOOTING OPTION"B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
6" OR 8" BLOCK
#4 HORIZONTAL AT 32" MAX. O.C.
(USE BOND BEAM BLOCK)
SEE TABLE "A" SEE TABLE "B"
— FOR REBAR SIZE FOR REBAR SIZE
AND SPACING AND SPACING
(LOCATE RLiUAR IN CENIT.R OF CIiI,LI (i.00AVE RE -E Mi IN cxN f Eft at- cM. J
REVERSE=lll�llll
DIRECTION OF W"
HOOK ON EVERY (FI OOTING WIDTH)
OTHER REBAR SEE TABLE "A"
TABLE i A,. ..
„H..
„W
VERTICAL
REINFORCEMENT
3'
1.7"
#4 @ 48" O.C.
4'
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C..
6'
29"
1 #4 @ 24" O.C.
FINISH GRADE
(1) - #4 REBAR
CONTINUOUS
(2) - #'4 REBAR
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a;
uorroM F ('
OF i MIN.
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT A RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER:
ALTERNATE DESIGNS .MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
"W"
RFOOTING WIDTH)I
SEE TABLE"B"
�A
H,.
HEIGHT FROM TOP
OF FOOTING
10" 12"
CHECK.VVITH TH,E,BU&QING DEPARTMENT TO
VERIFY IF A BUILDI[VG PERMIT IS REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
i) FOOTING: EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE-PROUT; BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
Q"
a s
o�
FREESTANDING BLOCK WALL
r'
PhIONI (760) 777-71.2:1 78-'195 CALLS TAMPICO
LA UINTA, CAIJFORNIA 92253
FAX (760) 777-7(11 I l0/9/201.1 CUMMUNFIY DfsVELONmrwr DLi r. I''ACE 1 0I12
TAWLE,B,
„H„
„W„
VERTICAL
REINFORCEMENT
3'
19"
#4 @ 48" O.C.
4
22"
#4 @ 48" O.C.
51
29"
#4 @ 48" O.C.
61
34"
#4 @ 24" _O.C.
CHECK.VVITH TH,E,BU&QING DEPARTMENT TO
VERIFY IF A BUILDI[VG PERMIT IS REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
i) FOOTING: EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE-PROUT; BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
Q"
a s
o�
FREESTANDING BLOCK WALL
r'
PhIONI (760) 777-71.2:1 78-'195 CALLS TAMPICO
LA UINTA, CAIJFORNIA 92253
FAX (760) 777-7(11 I l0/9/201.1 CUMMUNFIY DfsVELONmrwr DLi r. I''ACE 1 0I12
REBAR -PLACEMENT
ILLUSTRATION
4
r
FOOTING OPTLQN A
DESIGN PARAMETERS;
ACTIVE SOIL PRESSURE (PSF) =30
PASSIVE SOIL BEARING (PSF) =1 50
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE SOIL BEARING (PSF) =1500
WIND = 80 MPH. EXPOSURE C
SEISMIC:
NA= 1 .3. Nv=1 .6. Z=0.4. SOIL PROFILE=SD
(TYPICAL)
ONLY CELLS AND BOND BEAM
COURSES WITH REBAR TO BE
GROUTED
(DO RIOT SOLID GROUT ENTIRE WALL - USE
ONLY
STOP MESH AS APPROPRIATE)
-► (TYPICAL)
ALL REBAR SHALL HAVE A
MINIMUM OF 3" CONCRETE
+,. COVER AT FOOTINGS
-a - %"Cllk
V
I
s A -v o � c c", � -
CITY OF LA QUINTAI:'
BUILDING & SAFETY DEPT.
APPROVED
FOP C STRUCTION
DATE rl, By