BWFE2018-002578-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
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DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/SPECIAL/ENGINEERED DESIGN Owner:
Application Number: BWFE2018-0025 WEIGEL DEV
Property Address: 53535 AVENIDA DIAZ
APN: 774111014 LA QUINTA, CA 0
Application Description:' SPIEGEL / 200 LF BLOCK WALLS
Property Zoning:
Application Valuation: $4,000.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 77777153
Applicant: Contractor:
CORONEL ENTERPRISES INCA CORONEL ENTERPRISES INC
42760 MADIO STREET --- 42760 MADIO STREET
INDIO, CA 92201 INDIO, CA 92201
,1APi�® 2018
(760)775-1234
;ITYOFIAQUINTA Llc. No.; 727199
COMMUNITY DEUE�OPMENTDEPARTMENT
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 t e Business and Professions Code, and
my License is in full force and effect.
License Class: B License No.: 727199
Dat'* )-3U-(k Con ti"acEo
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 Na
Lender's Address:
Date: 1/30/2018
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
oftk for which this permit is issued.
11 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 sub•ect to the
workers' compensation provisions of Section 3700 of the Labor Cod , all forthwith
comply with those provisions.
Da't"e* ` 1 - 30 - ARplica : .
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 bu' ding
construction, and hereby authorize representatives ofhi city o ent r upbn t abo e-
mentioned'property for inspection purposes.
Date:,1-3d"fig —Signature�(ApplicantorAgent).
-Date: 1/30/2018
Application Number: BWFE2018-0025 Owner:
Property Address: "53535 AVENIDA DIAZ 5PEIGEL DEV
APN: 774111014
Application Description: SPIEGEL / 200 LF BLOCK WALLS 'LA QUINTA, CA 0
Property Zoning: .
•Application Valuation: $4,000.00
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: 100 LF COMBO WALL ANGELUS 5-1.6 LQ 4' RETAINING WITH 5' GARDEN ON NORTH SIDE YARD AND 100 LF OF 6' GARDEN ON SOUTH SIDE YARD
[ANGELUS SPEC] 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.
FINANCIAL INFORMATION
-, y,aDESCRIPTION ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 501-F
101-0000-42400
0
$31:20
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
- 101-0000-42404
0
$31.20
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-000042404
0
$52.01
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$65.02
Total Paid for BLOCK WALL: $179.43
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
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CITY COF Li
BUILDING & S
QUINTA
AFETY DEPT.
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APPROVED
FOR CONSTRUCTION
By
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Badillo Strao? Covina, U 91723
38.1.595
38.048S
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CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. DATE: 04/27/2017
* EXP. 9-30-18/*
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DATE SIGNED 4-12-17
S-1.6LQ
#16-077
6' High Wall
2' to 4' Retaining
WIBMCCK�C�C�LJNC.
Heel
-in Footing
C ®110mph (ult.)
e 6
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
Risk
Category I
DESIGN CRITERIA:
6'/8"
Wide CMU
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
OPTIONAL WALL CAP
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
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
6 STD. LADDER TYPE
PROJECT SPECIFIC SITE.
to'5 STD FOR SLUMPSTONE)
JOINT REINF, AT TOP COU SE,.
AT"FIRST* COURSE, AND 34"6.C.
1, REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FENCE
H' + 12"
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
8" WIDE (NOM.) CMU
DISTANCE TO EDGE OF
'.Y' BARS PER
NEAREST ADJACENT
2. JOINT REINFORCEMENT LADDER" TYPE) SHALL BE COLD—DRAWN STEEL
(-LADDER-
SCHEDULE ® CTR.`
FOUNDATION
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
OF WALL. GROUT
CELLS w/ REINF.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ®28 DAYS, UNLESS
o
OTHERWISE REQUIRED BY SOILS REPORT.
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4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
#4 HORIZ. 02476.c.
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
0 RETAINING
WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR
OPTIONAL CHAMFER
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
4"0 SOR 35 PERF. PIPE W/
BACKFILL -
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
tc.f. 3/4" GRAVEL WRAPPED IN
WELL GRADED, CLEAN
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
MIRAFI 140N FILTER FABRIC—
SANDS OR GRAVEL OR
REQUIREMENTS OF ASTM C270. OR SPEC MIX IWR MASONRY MORTAR AS
SLOPE TO DRAIN. WATERPROOF
COMBINATION
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
BACKSIDE OF RETAINING WALL
USC= GW,GP OR SW,SP
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
8" WIDE (NOM.) CMU
r
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
FULLY GROUTED
2000psl.
21"OUTSIDE FACE
�
7. FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETEX'
BARS PER
OF BLOCK TO
o
IS PLASTIC.
SCHEDULE, LAP
,
It OF VERT
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8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
24" MIN.
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VERTICAL CONTINUITY OF THE CELLS,
F.G.
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9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
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40'—O"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
WET—SET FIRST z;
_
MORTAR WASHED
COURSE
10. GROUT ALL CELLS WITH REINFORCEMENT.
#4 CONT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
#4 CONT. ® 12"o.c.
N
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
,
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
"1
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
F-
SEE DETAIL SHEET S-5.1.
CONT. CONC. FTG.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
CONC. KEY
12" 12"
4
MASONRY FENCE RETAINING WALL SCHEDULE
IH, X' BARS BARS B' MIN. 'C' MIN.
'B' MIN.
16' LCNC CMU16" LONG CMU
L
77-7 4032 o.c. 1 #4*48"o.c. 2'-9" N/A
PER SCHEDULE
LOADING
2'-8" 4032"o.c. 3'-0"
O,v
4048"o.c. N/A
QROFESSI'
1. SEISMIC, 5% DAMPING 0 1 SECOND
3'-4" 4032"o.c. 4048'o.c. 3'-5" N/A ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
J Z
4032"o.c. #4®48' o.c. Y-11 0 —2 LOADING.
ern oc o, m
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`N(ANF.ERI:N(3
Badillo Strao? Covina, U 91723
38.1.595
38.048S
~W,y61tila.eom
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. DATE: 04/27/2017
* EXP. 9-30-18/*
-Cl
V
DATE SIGNED 4-12-17
S-1.6LQ
#16-077
3
BLOCK CO, INC.
Since 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 = Opsf
5. CANTILEVER ACTIVE = 30pcf
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. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD—DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
6' to 8' High Site Wall
Eccentric Spread Footing
C ® 110mph (ult)
Risk Category I
6' Wide CMU
OPTIONAL WALL C
STD. LADDER TYPE
{j5 STD FOR SLUMPSI
JOINT REINF. AT TOP—
COURSE, AT FIRST
COURSE, AND 24"o.c.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS 6" WIDE (NOM.) CMU
OTHERWISE REQUIRED BY SOILS REPORT. GROUT CELLS
w/ REINF.
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 PREBLENOED 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 26 DAYS OF
2000psi.
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
LGHLINC.
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38.1595
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'X' BARS PER
SCHEDULE 0 —
CTR. OF WALL
OWLS. TO MATCH
VERT. REINF. LAF
24" MIN.
F.G.
WET—SET FIRST
COURSE
2—#4 CONT.—
CONT. CONIC. FT(
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. 6_,ii DATE: 04/27/2017
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DATE SIGNED 4-12-17
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