BWFE2016-012378-495 CALLE TAWiPICO
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LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BWFE2016-0123 Owner:
Property Address: 54945•AVENIDA RUBIO PEPE BUILDS LLC
APN: 774291022 P 0 BOX 447
Application Description: PEPE BUILDS / 50LF OF RETAINING WALL LA QUINTA, CA 9
Property Zoning:
Application Valuation: $1,500.00
Applicant:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
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.: 727199
Dio. 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).:
(J 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.).
(_ 11, 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 Address
Contractor:
CORONELENTERPR
42760 MADIO STRE
INDIO, CA 92201
(760)775-1234
Uc. No.: 727199
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/6/2016.
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 tor for which this permit is issued.
I have and will maintain workers' compensation insurance, as required. by
Sec�on 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:_ Policy Number: _
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 subjgz to the
workers' compensation provisions of Sectio 3700 f the Labor Code shall orthwith
comply --with those provisions.
Date: �` o— (� Applican
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 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 b
construction, and hereby authorize representatives of th \ Ity to �nter u�0a th
above-mentioned property for inspection purposes. � 1
Date^ �Signature (Applicant or Agent!)
DESCRIPTION
FINANCIAL INFORMATION
'ACCOUNT
QTY. AMOUNT
PAID'
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0 $1.00
$0.00
PAID BY
METHOD
RECEIPT#
CHECK # ,
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 .$0.00 '
DESCRIPTION .
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY.,
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
'AMOUNT
- PAID
PAID DATE''
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91.
$0.00
PAID BY,
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for RETAINING WALL: $108.77 $0.00
TOTALS:0• • 00
Description: PEPE BUILDS / 50LF OF RETAINING WALL
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 6/6/2016 SKH
APPROVED
Approved: 6/6/2016 SKH
Parcel No: 774291022 Site Address: 54945 AVENIDA RUBIO LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 277 Lot: 10
Issued:
UNIT 25
EMAIL
Lot Scl Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $1,500.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 50LF OF RETAINING WALL AT WEST PL (BACKYARD) [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED
WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. .
CHRQNQLQGY
NAME TYPE
NAME
ADDRESSI
CONTACTS
CITY STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO CA
92201
ISH@CORONELENT.CO
M
CONTRACTOR
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO CA
92201
ISH@CORONELENT.CO
M
OWNER
PEPE BUILDS LLC
P O BOX 447
LA QUINTA CA
92253
Printed: Monday, June 06, 2016 4:24:59 PM 1 of 2 C
SYSTEMS
PARENT PROJECTS
ATTACHMENTS
Printed: Monday, June 06, 2016 4:24:59 PM 2 of 2
SYSTEMS
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT .
PAID
PAID DATE
RECEIPT #,
CHECK
METHOD
PAID BY
,#
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
RET WALL <=12 - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
RET WALL <=12 - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid for RETAINING WALL: $108.77 $0.00
TOTALS:00
PARENT PROJECTS
ATTACHMENTS
Printed: Monday, June 06, 2016 4:24:59 PM 2 of 2
SYSTEMS
2 -to 6' High Retaining Wall
AF 61144P Sloped Backfill
d4WZ
W Wide CMU
I. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
F„g,
40'-0"o.c. OR 20'-0'o.c. IF WALL IS TO BE STUCCO COATED OR
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ,
10. NOT USED.
DESIGN 'CRITERIa .
�., i... {r¢+
�. ✓ _ �±° 011'• � A 7C) ��J i � T •1
#4 CONT.
1 DESIGN CRITERIA PER 7013 CBC
04 CONT. 012'o.
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
2. ALLOWABLE SOIL BEARING SU
PRESRE ,a 1SOOpsf
„
[ y -_; ;,� . L,.,-•`� (ice i"•
CONT. CONC. F.T(
3. ALLOWABLE' SOIL PASSIVE PRESSURE = 150pcf
'Y BARS PER
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
4' -COEFFICIENT OF t'RICTIOk 025, COHESION * 0psf
€ •�' '' f `
CONC. KEY—
S.. CANTILEVER ACTIVE = 45PCf. NO SURCHARGE
6; MASONRY COMPRESSIVE'STRENGTH tin,._. 1500ps1, SPECIAL INSPECTION
_
0H.(;t�1j`v
NOT REQUIRED PER' CBC SECTION 1704.2, EXCEPTION: 2: 'U' OCCUPANCY
7 USER TO VEROY APPLICABILIT'f 'OF THE DEFINED DESIGN CRITERIA FOR
THE .PROJECT SPECIFIC SITE;
��Ie
NOTES:
f:
eY
1.. REINFORCING STEEL -SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. NOT USED.
OPTIONAL WALL CAP
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl O 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, ANGELUS
#4 HORIZ. ®24"ox
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
B" WIDE (NOM.) CMU
FULLY GROUTED
S. MORTAR SHALL BE SPEC MIX TYPE S PREBLENOEO MASONRY MORTAR AS
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
X' BARS PER
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY
SCHEDULE
REQUIREMENTS OF ASTM C270.
'X' BARS PER
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
SCHEDULE LIP
AND SHALL HAVE A 'MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
AS INDICATED
2000psi.
.7. FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE
4"0 SDR 35 PERF. PIPE w/
IS PLASTIC.
1c.f. 3/4• GRAVEL WRAPPED IN
MIRAF1.14ON FILTER FABRIC -
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
SLOPE TO DRAIN. WATERPROOF
VERTICAL CONTINUITY OF THE CELLS.
BACKSIDE OF RETAINING WALL _.
I. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
F„g,
40'-0"o.c. OR 20'-0'o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED -
10. NOT USED.
WET–SET FIRST
COURSE -
11. INSPECTIONS. k AFTER FOOTING IS READY FOR CONCRETE AND ALL
#4 CONT.
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
04 CONT. 012'o.
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12, FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS
CONT. CONC. F.T(
SEE DETAIL SHEET S-5.1.
'Y BARS PER
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
SCHEDULE ”
_ ..
CONC. KEY—
TYP.
'B' MIN.
aca crwcnluc
LOADING
1. SEISMIC, 5% DAMPING 0 1 SECOND
ACCELERATION Cs=0.33Wt.
-ANDERSON DESIGN GROUP
Structural Engineering Building Design
22S East 0adillo Street • Covina • CA • 91723-2115
• (626) 938-1595 • Facsimile (626) 938.0485
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