BWFE2016-0093{ s
r
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
"&�p 4 40"
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BWFE2016-0093
Property Address:
54945 AVENIDA RUBIO
APN:
774291022
Application Description:
PEPE BUILDS / BLOCK WALL
Property Zoning:
Application Valuation:
$3,000.00
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
Date`. -k-1 -V9 -1 S 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).:
(_) 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, as owner of the property, am exclusively contracting with licensed coniractors
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:. 4/18/2016
Owner:
JEFFREY JOSEFF
D Ute]
Contracto
CORONEL ERP ISES,INC -D
42760 MA IO ST ET �J 8
INDIO, CA 2201,,
(760)775- CITY OF LA QUINTA
Llc. No.: 7NNNITYOEVELOPMENTDEPARTMENT
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
c h ork 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 perfcrmance of the work for which this permit
is issued. My workers' compensation insurarce 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 sutkctto the .
workers' compensation provisions of Secti 3700 of the Labor Co , I s all forthwith
comply with those provisions.
Date: y - t� " 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 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
Pot 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 tate laws relatin to bu
construction, and hereby authorize representatives of th city to nter uprther
above-mentioned property for inspection purposes. \ \
Date: 1- �' I 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
COMBINATION GARDEN/RETAINING WALL -
FIRST 10OLF
101-0000-42404
0
$95.72
$0.00
PAID BY
METHOD, -
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE.
COMBINATION GARDEN/RETAINING WALL -
FIRST 10OLF PC
101-0000-42600
0.
$60.91
$0.00
PAID BY ,
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for COMBINATION GARDEN/RETAINING WALL:
TOTALS:00
$156.63
$0.00
Permit Details :._. P
ERMIT NUMB'M .. �.
City Of-, Quints _....... ... 16
BW FEq.0931
201" 4.1
Description: PEPE BUILDS / BLOCK WALL
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW
Applied: 4/18/2016 RSE
APPROVED
Approved:
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
Lot Scl Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $3,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
STATE
Details:. 100LF OF 5' COMBO WALL [CITY APPROVED 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
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
JEFFREY JOSEFF
14765 RYAN ST
SYLMAR
CA
0
FINANCIAL INFORMATION
Printed: Monday, April 18, 2016 8:07:42 AM 1 of 2 ,
SYSTCh1S
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK # '
'METHOD
PAID BY
CLTD
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
COMBINATION
GARDEN/RETAINING
101-0000-42404
0
$95.72
$0.00
WALL - FIRST 10OLF
COMBINATION
GARDEN/RETAINING
101-0000-42600
0
$60.91
$0.00
WALL - FIRST 10OLF PC
Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $0.00
TOTALS -0•
MOND INFORMATION
Printed: Monday, April 18, 2016 8:07:42 AM 2 of 2.
- CmS YSTEtitS
APR/16/2016/SAT 10:35 AM 'Coronel Enterprises FAI No. 7607755353
P. 001
City of La Quinta
.. ��"�::..:;>..•�� � vision
Building & Safety Di
P.O. Box 1504
:'erm3ti#K?ti`' 78-495 Calle Tampico
La Quinta, CA 92253
-Building Permit Application and Tracking Sheet
c)(33
Project P�ddress: „� �,, e Owner's Name: p v 4
A. P, Nuimber: Address: 1;�I•C
Ciry,ST, Zip: �o CA a2 S 7
Legal D=-5cription: . '
Contractor \
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TelephoAc:xp
9'
Address: y a`�
Project Description:
Ciry.ST- Zip aa0.,
�� �� C.A., \\
Telephone: -700 - -
State Lic. # : a f City Lic. #`'
Arch., Ener., Desipc ..
Address:
('irk-. ST_ Zip:
Telepl]Onz:
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k,� 7.0�oQ 6,'•<w'��'
Construction Type: OCCttpencY- .
SiareLtC. �:
«F:�,a`tFi» ��: :Y,azS,:�"»¢ne..
'Project rype(circle ohe): New Add'n .alter Repair Demo
Name of Contact Person:S
Sq. Ft.'
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Telephone of Contact Person: - 7L( ,
Esti—% ed Value of Project: b�d
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APR/16/2016/SAT 10:37 AIS
Coronel Enterprises
I
FAX No.7607755353
P.'002
IFO ivy
APR/16/2016/SAT 10:37 AM Coronel Enterprises FAX No.7607755353
14a
ANGELUS BLOCK !MASONRY FENCE WALL SYSTEM
6' High Wall
. Heel -in Footir
DESIGN ORITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1600p3(
3. ALLOWABLE SOIL PASSIVE PRESSURE - 16opcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION - Opaf
5. CANTILEVER ACTIVE - 30pcf NO SURCHARGE
6. MASONRY COMPRESSIVE 5TRER'GTH, f'M = 1500pbt. SPECIAL INSPECTION
NOTR!~QUiRCO PCR CBC SECTION 1704,2, EXCEPTION 2, 'U' OCCUPANCY,
7. USER TD VERIFY APP`,CABfL1TY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTESs
1, REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60, PROVIDE SPLICtS *(LAPS) OF 4H BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER, CENTER VERTICAL BARS IN CELLS U.O,N.
2, JOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951, PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 250op6t 9 20 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT,
4, CONCRETE MASONRY UNITS SHALL CONFORM. Tb ASTM C90. ANGELUS
BLOCK PRECISION. SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND --GROOVE), OR
ANGELUS BLOCK S(,UMPSTONE 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 0270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC„ CONFORMING TO PROPERTY
REQUIREMONTS OF ASTM 0270.
S. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 26 DAYS OF
'000- A b -G o PS I
7. j IRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRE=TE
IS PLASTIC,
e- CONCRETE CLOCK SHAD. BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY of THE CELLS.
9. VERTICAL CONTROL JOINTS SHAD. BE SPACED AT A MAXIMUM OF
40'-0"0.0. OR 20'-0"o.v, IF WAU. IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT,
11. INSRECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. S. AFTER VERTICAL'
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT OETAILS
SEE OETAIL SHEET S-5,1.
13. 00 NOT PLACE FOOTING WITHIN S'-0" OF A SLOPE
61/
OPTIONAL WALL CAP
P. 003
2' to 4' Retaining
6ri.
1 @I�Rpfi°, ETYI
'`'`� Qom;
F0� CUfVSTnLjCI-10Tq
#11 STD. LA00ER TYPE
5- SID FOR SLUMPSI
JOINT REINF. Al TOP i
AT FIRST COURSE, ANI
AT FENCE
6" NIDE (NOM.) CMU
w/ 14 VERT. RQNF.
024 ox, (16" LONG CMI,
® CTR. OF WALL
GROUT CELLS w/ REINF,
#4 HORIZ. 024"o.
9 RETAINING
4"0SDR 35 PERF. PIPE W/
1q,f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14ON FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
a" WIDE (NOM.) C
FULLY GROUTED
'X' BARS PER
SCHEDULE, . LAP
24" MIN.
F.G. -
WET -SET FIRST fa z
COURSE
#4 CONT.
#4 CONT. 012"o.c.
CONT, CONC. FTG,
CONC, KEY
LOADING
1, SEISMIC. 53 DAMPINO d 1 SECOND
ACCEURATION Ca-0.33WL
2.. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING,
51, NDMSON DESIGN GROUP
5truoturol Enginearing - BulldIng Oaof9n
220 ft9COMolllo 6Creat • COVIna • CA • 0X729-2135
(618) 936-us'5 • F'q=1 IIIc (626) 938.0465
iolp bnpincoonp aRwllenw• P:me TP,77*
'H' + 12"
DISTANCE TO EOGE OF
NEAREST ADJACENT
FOUNDATION
b
To �
OPTIONAL CHAMI"ER
MASONRY FENCE WALL = UI
ZTrILL-
L GRAOED, CLEAN
'H' MAX. RF.INF.InAlL STEMBARS
real: PSR 3-a.n
te" LONo cXlu
,B, MIN.
'C'
2'_D„
A B
®2M o. C.
3-B
A -t
4032"o.c. 9'
N/A
OF "
F VVEERTTO
9
A
092h"n.a
3'-10"
0 -1'
2,-B„
b'�.�
/4932"o.e.
3,-0..
NIA
An®1ts"o,0.
B
dQlr32 v. G 3 -5
A
B'
4RD32o.0.5-t�fy��
0�'-2
61/
OPTIONAL WALL CAP
P. 003
2' to 4' Retaining
6ri.
1 @I�Rpfi°, ETYI
'`'`� Qom;
F0� CUfVSTnLjCI-10Tq
#11 STD. LA00ER TYPE
5- SID FOR SLUMPSI
JOINT REINF. Al TOP i
AT FIRST COURSE, ANI
AT FENCE
6" NIDE (NOM.) CMU
w/ 14 VERT. RQNF.
024 ox, (16" LONG CMI,
® CTR. OF WALL
GROUT CELLS w/ REINF,
#4 HORIZ. 024"o.
9 RETAINING
4"0SDR 35 PERF. PIPE W/
1q,f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14ON FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
a" WIDE (NOM.) C
FULLY GROUTED
'X' BARS PER
SCHEDULE, . LAP
24" MIN.
F.G. -
WET -SET FIRST fa z
COURSE
#4 CONT.
#4 CONT. 012"o.c.
CONT, CONC. FTG,
CONC, KEY
LOADING
1, SEISMIC. 53 DAMPINO d 1 SECOND
ACCEURATION Ca-0.33WL
2.. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING,
51, NDMSON DESIGN GROUP
5truoturol Enginearing - BulldIng Oaof9n
220 ft9COMolllo 6Creat • COVIna • CA • 0X729-2135
(618) 936-us'5 • F'q=1 IIIc (626) 938.0465
iolp bnpincoonp aRwllenw• P:me TP,77*
'H' + 12"
DISTANCE TO EOGE OF
NEAREST ADJACENT
FOUNDATION
b
To �
OPTIONAL CHAMI"ER
s �
0
M
3"cpLt
12" 12"
B' MIN.
PER SCHEDULE
� a
0 33 •
CK —16.
Ok
CAL
DATE SIGNED 6-2,5-14
S-1..61.TQ
X16255
ZTrILL-
L GRAOED, CLEAN
DS OR GRAVEL OR
COMI31NATION
USC= GW4GP OR SW,SP
I n )-
21" OUTSIDE FACE
OF "
F VVEERTTO
9
�M NC
s �
0
M
3"cpLt
12" 12"
B' MIN.
PER SCHEDULE
� a
0 33 •
CK —16.
Ok
CAL
DATE SIGNED 6-2,5-14
S-1..61.TQ
X16255
APR/16/2016/SAT 10;38 AM Coronel Enterprises FA` No,7607755353
04
*310m.B
ANGELUS SLACK MASONRY FENCE WALL SYSTEM
/END OF WALL
Zj 6A
SxH�
5xHF
P. 004
8' High Max. Site Wall
C ® loomph
Risk Category I
6" Wide CMU.
r'-)4. ;i��tr:��la�lZ,IfUN
M
6XKF r5.FRETURN TIP.
/y )
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES 0g, TOTAL WALL LENGTH
5 x HF MIN-
TYPICAL
REINFORCED WALL STEM TYPES ELEVATION
WALL TYPES ( A j & I C4 I � 71
ANDERSON DEIGN GROUP
Structural Engineering dulldln® Design
229 east 9adlllo 5traet • 1--ovI Yl • CA • DV29-2115
(620 D98-1595 PacRlmlla (826) 9j9+0489
.nOIROW4�0 elmaganad,i— anAr"
5 x HF MIN.
kx�itNEI� 5-21-14
S-2.OLQ
#6255