BWFE2018-002878-495 CALLS TAMPICO
LA QUINTA, CALIFORNIA 92253
T4tr44v Quixrw
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
VOICE (760).777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: .2/2/2018
Permit Type/Subtype: WALL/FENCE/SPECIAL/ENGINEERED DESIGN Owner:
Application Number: BWFE2018-0028 SPIEGEL DEV.
Property Address: 54060 AVENIDA MADERO
APN: 774193003
Application Description: SPIEGEL DEV. / 250LF COMBO WALL
Property Zoning:
Application Valuation:
Applicant:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201 -
a a
FEB022013
I' CITY OF LA 0 011A
commuNITY DEVELGRADJT DEP*TP11EI1lT
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
rani ac
t�or:
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.).
(_) 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
Lender's Address:
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-insurefor workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of a rk 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: 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 f the labor Code, I shafl forthwith
comply with those provisions. .�
Date: - �_Appl"cAt:
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 building
construction, and hereby authorize representatives of th'city t enter u th e -
mentioned property for inspection purposes.
Date: Signature (Applicant or Agent): WU
Date: 2/2/2018
Application Number: BWFE2018-0028. Owner:
Property Address: 54060 AVENIDA MADERO SPIEGEL DEV.
APN: 774193003
Application Description: SPIEGEL DEV. / 250LF COMBO WALL
Property Zoning:
Application Valuation:
Applicant: Contractor.
CORONEL ENTERPRISES INC CORONEL ENTERPRISES INC
42760 MADIO STREET 42760 MADIO STREET
INDIO, CA 92201 INDIO, CA -92201
(760)775-1234
LIc. No.: 727199
Detail: 150LF OF 6' GARDEN W/2' RETAINING AT NORTH AND EAST INSIDE PROPERTY LINES AND 100LF OF 5' GARDEN W/2' RETAINING WALL AT SOUTH
INSIDE PROPERTY LINE [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATI -NG
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.
r
INFORMATION
DESCRIPTIONACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$78.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT'
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
.0
$46.80
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: $241.83
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
502-0000743611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
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Project Address: 5 06,
[A: P. Number.
e�a1 Description:
Contractor:
Address: -7
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Telephon '-7
State Lic_ % a%
Arch,. Ener.. Desiver:
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Telephone:
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Name of Contact Person:
Telephone = of Conticr Person:
Construction Type: Occupancy:
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Project type circle one): New Add'❑ Alter Repair Demo
Sq. Ft.: # Stories: k Units:
(, Estimated Value of Project: 40 00O
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BLOCK CO., INC.
91nee 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE - 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf
4. COEFFICIENT OF FRICTION ® 0.25, COHESION - Opef
5. CANTILEVER ACTIVE - 30pef '
6. MASONRY COMPRESSIVE STRENGTH, em = 1500ps1. 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.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, V411CHEVER IS GREATER, CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
WRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES,
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500p91 ® 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, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), 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.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS 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. GROUT ALL CELLS WITH REINFORCEMENT..
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 S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
'B' MIN. I 'C' MIN.
�n -� twn run �a• , nur- un
*tGHLINC,
3815953B.0485
www.ghI-ue.com
6' High Wall 2' to 4' Retaining
Heel -in Footing
C o 110mph (ult.)
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP ---4,,
(8 STD'. LADDER TYP
#5 SIT). FOR. SLUMP;
JOINT' REINF. XT TOP
AT FIRST COURSE, Ai
AT FENCE
6" NOE (NOM:) CMU
Sir/ ''Y: BARS :PER
SCHEDULE * CTR,—
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 0
(G RETAINING
4"0 SOR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.)
FULLY GROUTED
'X'. BARS PER
SCHEDULE, LAP ----
24' MIN.
F.G.
WET -SET FIRST i
COURSE =•
#4 CONT;
114 CONT. ® 12"o.c.
;
!#—
CONT.CONC. FTl3.✓
CONC. KEY
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Ca=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION.
APPROVED
FOR CONSTRUCTION
BY: A. .DATE: 04/27/2017
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
CHAMFER
WELL GRO-
WELL GRADED. CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC- CW,GP OR SW,SP
OUTSIDE. FACE
OF BLOCK TO
Q OF VERT
12" 1 12'
'B' MIN.
PER SCHEDULE
* EXP. 9-30-18/*
0 �,
F OF CA4\F
DATE SIGNED 412-17
S-1.6LQ
#16-077
U
pLdcK ca, INc.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE a 15DDp9f
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pof
4, COEFFICIENT OF FRICTION - 0.25, COHESION m .Opaf
5, CANTILEVER ACTIVE m 30pcf
6.' MASONRY COMPRESSIVE STRENGTH, Pm = 1500pal.. 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, 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 2500ps1 ® 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, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
S. MORTAR SHALL BE SPEC MIX TYPE S PRE13LENDED 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
20ODpa1.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS 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
46-0"o.c. OR 20'-0"o.c, IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10, GROUT ALL CELLS WITH REINFORCEMENT,.
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.
1;2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0' OF A SLOPE
6' High Wall 2' to 4' Retaining
Toe -out Footing
C ® 110mph (ult.)
Risk Category Y
6"/8' Wide CMU
OPTIONAL WALL CAP_
AT FIRST COURSE, AND
AT FENCE
8" WIDE((NOM,) CMU
w/. 'Y' -0S PER
SCHEDULE WCTR.
OF WALL: GROUT '
CELLS w/ REINF.
#4 HORIZ,
69 RETAIN]
4"0 SOR 35 PERF. PIPE w
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14ON FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CM
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G.
WET -SET FIRST
COURSE
$4 CONT.:..
p4 CONT. ®12"o.0:
CONT. CONC.
CONC. KEY '
H
X ` BARSY" 86
16' LONG CMU 16' LONG CMI]
'B' MIN.-
IN.•
'C' MIN.
'B' MIN,.
LOADING PER SCHEDULE
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt,
FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
1:77it-- -'-'1. �w
-0 ' . 4 2 o.c..: 4®4� o.c.. 2r4 .. 0
2 ., 4 ' 0'=-6
4 4032"o.c. 4048 o.c. 2-8"' 0 =9"
-0 .. .4®32 o.c. 1.#4048"ox, 2.-10' .1 -2 .
GHL INC.
rn.:I II ;: N • =NC' NEERIN(i
226 Est Badlll" Sow ; Covina, CA 91723
1: 676.9.78.1495
C 626.97amas
w w.94oexom
CITY OF LA QUANTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. 6 ji_ _ DATE: 04/27/2017
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
t �
10
OPTIONAL CHAMFER
BACKFILL -
WELL GRADED, CLEAN
�SANpS OR GRAVEL OR
COMBINATION
USC- GW,GP OR SW,SP
w2)"OUTSIDE FACE
OF BLOCK TO
t OF VERT-
B
x
' CLR.
TYP.
#4016"o.c. STAGGERED
yr/ STEM BAR FOR
TYPE 'A' WALLS
RETAINING 3'-4" do 4'-0"
DATE SIGNED 412-17
S-1.5LQ
#i16-077
CITY'OF LA QUINTA
ILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
i