BWFE2017-0206:. `&tylhaw
t78-495..CALLE TAMP.ICO
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2017-0206
Property Address:
52480 AVENIDA CARR.ANZA
APN:
773291001
Application Description:
BUILDS/ BLOCK WALL
Property Zoning:
Application Valuation:
$330.00
D
Applicant:
FN%v-
ISH CORONEL
2017
CITf OF LA QUINTA
COMMUNITY 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.: 727
f -Da e: 1 V- 1 -a —\ 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).:
( 11, 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 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 Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/2/2017 V
Owner:
PEPE BUILDS LLC
PO BOX 447
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'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
O(Aftl 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 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 COVERA 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 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.
1 agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of th cit�to enter y on the ove-
mentioned property for inspection purposes. \ ` / J
Da e: 1L--1 -(1 CS-iin'.ature (Applicant or Agent
Dater 11/2/2017
Application Number; BWFE2017-0206
Owner:
Property`Address: " ` '' 52480 AVENIDA CARRANZA
PEPE BUILDS L_C
APN: 773291001
PO BOX 447
Application Description: BUILDS / BLOCK WALL
LA QUI NTA, CA 92253
Property Zoning:
Application Valuation: $330.00
Applicant:
Contractor:
ISH CORONEL
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
.(760)775-1234
LIc. No.: 727199
Detail: 258 LF OF 6' HIGH GARDEN WALL ON NORTH, SOUTH, AND WEST OF
PROPERTY AND POSSIBLE DEFERRED SUBMITTAL FOR 72LF ON EAST SIDE OF
PROPERTY PER [CITY AND ORCO 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. 2016 CALIFORNIA BUILDING CODES.
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
L
FINANCIAL INFORMATION
.;:.,:,,DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404 0
$78.00
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:
$195.03
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
L
k
4
FOOTING OPTION "A" FOOTING OPTION "B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
4 6" OR 8" BLOCK
••H" H..
HEIGHT FROM TOP #4 HORIZONTAL AT 32" MAX. O.C. !HEIGHT FROM 70P
OF FOOTING (USE BOND BEAM BLOCK) OF FOOTING
SEE TABLE "A" SEE TABLE "B"
FOR REBAR SIZE FOR REBAR SIZE' -
AND SPACING AND SPACING
(EOCAI'E REMAR IN CENTER OF CLIJJ. (LOCATE REEW4 IN CENTER OF CELI:i
I I
FINISH GRADE I
(1) - 44 REBAR
ONTINUOUS III_ — :
12' 10': u= (2) - #.4 REBAR 10 12..
1� • - T CONTINUOUS 1111= �`►•
' 1=
REVERSE
DIRECTION OF �W _♦1 �_ .••
HOOK ON EVERY (FI OOTING WIDTH) i I(FOOTING WID'H)I
OTHER REBAR SEE TABLE "A" SEE TABLE "E"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a,
uoTI-OM sem.
OF
5'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. A61 5, 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.
74
TABLE "A"
.H..
.W"
VERTICAL
REINFORCEMENT
3"
17"
#4 @ 48" O.C.
.4'
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C..
6'
29"
#4 @ 24" O.C.
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a,
uoTI-OM sem.
OF
5'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. A61 5, 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.
74
CHECK WITH THE.I3Ul .Q)lW,DEPAR'j;MENT TO
VERIFY IF A BUILDING-PERMFI" IS�REQUf_RED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS AR E REQUIRED:
1) FOOTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPCRTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE�GROUT; 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
gum
7
TM` FREESTANDING BLOCK WALL
cE�a�c EeV
PI LONG: (760) 777-7125 78-495 CALLS TAMPICO
LA OUINTA, CAIJ OMNIA 92253
PAX(760)777-7011 lU/9/2011 COMMUNPIY UL•'vaomtF:Nf UElT. PAGP, I 01?2
T,4BE "`B-,-
„H"
..W..
' VERTICAL
REINFORCEMENT
3'
19"
#4 @ 48" O.C.
4''
22"
#4 @ 48" O.C.
51
29"
#4 @ 48" O.C.
6'
34"
#4 @ 24" O.C.
CHECK WITH THE.I3Ul .Q)lW,DEPAR'j;MENT TO
VERIFY IF A BUILDING-PERMFI" IS�REQUf_RED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS AR E REQUIRED:
1) FOOTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPCRTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE�GROUT; 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
gum
7
TM` FREESTANDING BLOCK WALL
cE�a�c EeV
PI LONG: (760) 777-7125 78-495 CALLS TAMPICO
LA OUINTA, CAIJ OMNIA 92253
PAX(760)777-7011 lU/9/2011 COMMUNPIY UL•'vaomtF:Nf UElT. PAGP, I 01?2
FOC
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
6'-0" HIGH CONC
- - - - - BLOCK WALL - - - U - - - - MI 3. G
-1%E- - � �- - 1 yoE - -MIN. E- HHIGH POINT
PA 5'-0" HIGH N GRAVEL TYP. �o
CONC. BLOCK
WALL _ y
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