BWFE2016-001478-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: BWFE2016-0014
c&t�t 4 1wQ�
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Property Address:
54310 AVENIDA OBREGON
AM:
774242002
Application Description:
RW REAL ESTATE / 6LF OF 4' RETAINING WALL.
Property Zoning:
Application Valuation:
$350.00
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.: 7271
Date:, wq—, \L Contracto.*
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 foP 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.).
(__j 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 Name:
Lender's Address:
IIIIII ILII IIII IIII •
47
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/19/2016
Owner:
RW REAL ESTATE INC
P 0 BOX 447
LA QU I NTA, CA 0
Contractor.
rn
CORONEL ENTERPRISES INC
v.
42760 MADIO STREET
im
cm
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 trk 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: _ 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 become7shal
o the
workers' compensation provisions of Se i 3700 f the La Codforthwith
comply with those provisions.
Date: 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 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 , 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 an state laws relating to b ' ing
construction, and hereby authorize representatives of t 's ity t enter u n t
above-mentioned property for inspection purposes.
Date: Signature (Applicant or Agent).
4 t . ''i
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
$72.52
$0.00
PAID BY
METHODRECEIPT
#
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT ';
.QTY
. AMOUNT
PAID
PAID DATE
RET WALL >12 - FIRST 100 LF PC
101-0000-42600
0
$60.43
$0.00
_PAID BY—
METHOD:
-RECEIPT #
CHECK #
CLTD BY
Total Paid for RETAINING WALL: $132.95 $0.00
TOTALS:00
Description: RW REAL ESTATE / 6LF OF 4' RETAINING WALL.
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW
Applied: 1/19/2016 SKH
APPROVED
Approved:
Parcel No: 774242002 Site Address: 54310 AVENIDA OBREGON LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 266 Lot: 4
Issued:
UNIT 24
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $350.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 4LF OF 6' RETAINING WALL AT BACKYARD WALL [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
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
RW REAL ESTATE INC
P 0 BOX 447
LA QUINTA
CA
0
Printed: Tuesday, January 19, 2016 4:01:15 PM 1 of 2
1717 SYSTEMS
::.INSPECTIONS
Printed: Tuesday, January 19, 2016 4:01:15 PM 2 of 2 �■�f�J
�R..! L SYSTCMS
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
$72.52
$0.00
`
LF
100 LF
RET WALL >12 - FIRST
101-0000-42600
0
$60.43
$0.00
100 LF PC
Total Paid for RETAINING WALL: '$132.95 $0.00
-TOTALS: $133.95 MOO
::.INSPECTIONS
Printed: Tuesday, January 19, 2016 4:01:15 PM 2 of 2 �■�f�J
�R..! L SYSTCMS
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BLOCK WALL -
(E) 6-0" HIGH
+,• BLOCK WALL
1
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M.I. GATE
6-0" HIGH
BLOCK WALL
5-U•• 40-0"
ETBACI
AC CONDENSER SET ON 4X4
CONC. PAD TOP OF PAD TO BE (E) 6-0" HIGH
NO LESS THAN 3`' ABOVE GRADE BLOCK WALL
50.00 rL
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RAVEL GARAGE I 1 PA
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SETBACK
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DA "I BY
r
462 SQ.FT.
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BLOCK WALL -
150 GALLON
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60" LEG SPk CING
v
30" DIAMETER
6 m
7-•10" LENGTH
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LLI
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314 LBS. WEIGHT
3-0" HIGH
BLOCK WALL=-
5-U•• 40-0"
ETBACI
AC CONDENSER SET ON 4X4
CONC. PAD TOP OF PAD TO BE (E) 6-0" HIGH
NO LESS THAN 3`' ABOVE GRADE BLOCK WALL
50.00 rL
7 1
1% HIGH POINT
v,
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1 °/V � i) co
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~ 6-0" HIGH
I I I BLOCK WALL
3X3 CONC.
L PAD
1% I \
RAVEL GARAGE I 1 PA
(E) 5-0" HIGH
BLOCK WALL
5-3"
SETBACK
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DA "I BY
r
462 SQ.FT.
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STENOPHLIA
(SHOESTERING ACACIA)
(D
BLOCK Ca. INC.
wry nu
I ANGELUS BLOCK MASONRY PENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION - 0.25, COHESION - Opef
5. CANTILEVER ACTIVE - 30pcf NO SURCHARGE
6. MASONRY COMPRESSIVE STRENGTH, fm = 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.
NOTES:
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.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 250OP91 0 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, 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
2000ps1,
,ST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE
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'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. NOT USED.
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 5-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
HI 18' LONG CNU Y' BARS I 'B' MIN. I 'C' MIN. I 'D' I
2' to 6' High Retaining Wall
Level Backfill
8' Wide CMU
[!FOR
1Y OF LA QUINTq
lDING & SAFETY [1EpT.
�ROVI=r)
DISTANCE TO' EDGE OF
NEAFOUTyD'AOJOANENT
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/
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BACKFILL!
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
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OPTIONAL WALL CAP ---
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#4 HORIZ. 024"o.c. _
•
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8• WIDE (NOM.) CMU
FULLY GROUTED
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_
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o
'X' BARS PER
w
x
SCHEDULE
LAP .24' MIN,
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CL
4"0 SDR 35 PERF. PIPE w/
00 00 i
te.f. 3/4" GRAVEL WRAPPED IN
2j -OUTSIDE FACE
MIRAFI 140N FILTER FABRIC–OF
BLOCK TO
SLOPE TO DRAIN. WATERPROOF
00
(4OF VERT, TYP.
BACKSIDE OF RETAINING WALL
F.G.-
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WET–SETFIRST
COURSE
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—• N
2–#4 CONT.
CONT, CONC. FTG.
'Y' BARS PER 3" CLR.
3" CLR. v
TYP,
SCHEDULE TYP•
.
CONC. KEY
ALIGN WITH 'D'
12."
FACE OF WALL
LOADING
1.'SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.331hft.
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ANDERSON DESIGN GROUP
Structural Engineering • Building Design
If4w228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
enpineeMnp excellence Ounce 1957"
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DATE IGNED 6-25-14
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ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badlllo Street •• Covina • CA • 91723-2115
III (626) 938-1595 FacslrnIle (626) 938-0485
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