BWFE2019-014178-495 CALLE TAMPICO Dn' VOICE (760) 777-7125
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 7/16/2019
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner:
Application Number: BWFE2019-0141 KURT & AMY MERKLE
Property Address: 79375 TOM FAZIO LN N 79375 TOM FAZIO LANE
APN: 766032010 LA QUINTA, CA 92253
Application Description: MERKLE / 130LF OF RETAINING WALL AT PL
Property Zoning:
Application Valuation: $11,000.00
Applicant: � � Contractor:
EDGAR BENJAMIN BERNAL P
EDGAR BENJAMIN BERNAL
73-673 PACHETA SQUARE 73-673 PACHETA SQUARE
THOUSAND PALMS, CA 92276 JUL 16 2019 THOUSAND PALMS, CA 92276
CITY OF LA QUINTA (760)404-9648
DESIGN & DEVELOPMENT DEPARTMENT Llc. No.: 1015356
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
{commencing with Section 70001 of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
License Class: C-8. C29 License No.: 1015356
Date: r( /" Contractor: e-^ ( ram f e
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 N
Lender's Add
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 the; work for which this permit is issued.
t L 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: FALLS -LAKE FIRE AND CASUALTY COMPANY Policy Number: FLA009706
_ 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 of the Labor Code, I shall forthwith
comply with those provisions.
Date: �_ Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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 this city to enter upon the above -
mentioned property for inspection purposes.
Date: 1� 4 ^! ` Signature (Applicant or Agent): T 4� "i r
Date: 7/16/2019
Application Number: BWFE2019-0141
Property Address: 79375 TOM FAZIO LN N
APN: 766032010
Application Description: MERKLE / 130LF OF RETAINING WALL AT PL
Property Zoning:
Application Valuation: $11,000.00
Applicant:
EDGAR BENJAMIN BERNAL
73-673 PACHETA SQUARE
THOUSAND PALMS, CA 92276
Owner:
KURT & AMY MERKLE
79375 TOM FAZIO LANE
LA QUINTA, CA 92253
Contractor:
EDGAR BENJAMIN BERNAL
73-673 PACHETA SQUARE
THOUSAND PALMS, CA 92276
(760)404-9648
Llc. No.: 1015356
Detail: 160LF OF 4' TALL OF WEST RETAINING WALL [ANGELUS / 5-1.7LQ SPECIFICATIONS] 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. PER
2016 CALIFORNIA BUILDING CODES.
FINANCIAL
DESCRIPTION
INFORMATION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$32.02
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$53.37
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$66.71
Total Paid for BLOCK WALL: $152.10
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
Credit Card Fee
101-0000-43505
0
$3.03
Total Paid for Credit Card Fee: $3.03
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
PERMIT # -bW 4:U- GCJE'7 J n'4
PLAN LOCATION:
Project Address: 71— % 1s � n
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
dr`�d �i� G
��[_L,. U [`t �t�'t �1 �
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Applicant Name: �'
M
Address: Pl fj,
City, ST, Zip: 12
Telephone: G7 v Y Z L
Email:
Valuation of Project
Contractor Name: '
�G
Address:
City, St, Zip
Telephone: � /Jo qe'
Email:
State Lic: t015! 3.Sr City Bus Lie:
Arch/Eng Name:
Address:
City, St, Zip
Telephone:
Email:
State Lie: City Bus Lie:
c
FA
New SFD Construction:
Conditioned Space SF
Garage SF
Patio/Porch SF
Fire Sprinklers SF
Construction Type: Occupancy:
Grading:
Bedrooms: Stories: I # Units:
78495 CALLETAMPICO
LA QUINTA, CA 92253
760-777-7000
To Whom It May Concern:
Please be informed that B B Concrete has my permission to perform the work of
masonry walls on my property at 79 375 Tom Fazio Lane North at the Quarry.
Signed: Dated 7115/19
1
Kurt Merkl
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FlWSH LQAONG NOBS
T. SLOPE A'1 DRAW L4ES AT A WINIAN OF 1/,- ;
2. ALL DRAW UNE AWCININ5 AND CHANCES OF DIRECTIONS TO BE MADE WTH
45 OR SWEEP TYPE RLS
i PROVISIONS FOR PCSTIVL DNANA% Di PILL LSI:/3'ED AREAS 10 TAM
N PREUDENCE OVER "NG AS DIAQ QEDR.bCN GRADING PLAN
4. HOLD FKSN GRADE I -, BELOW FINISH SURFACE
5. MOPE ALL VAR*EN A3ZAS AT A MWBtUD OF 1E TO DUN - 298ROfE1JUD
6. MOPE ALI. FNMSI SURFAG.S AT A MWNUI) OF 1% TO OM
7 MO UA70A S AND W(IRIWANSHIP IS 70 C(WIFDSM TO GUKRNWG CODES
AND ORDINANCES
B. SIDPE W LAIN AREAS E NOT TO EXCEED 3:1
9 HOLD F04SN GRADE A WALLIN OF 4' BELOW TOP OF WALLS, B" BaOW FINISH
ROM OF ?-,ABS AND 12' BCL" FINISH FLOORS ON DONwNDONRL WOW
FLOORWG
G. PROMOE DRANAWE GEAWWTS AND/Ok CATCH BASINS AT A IWWNO4 01 SOS
C.- OR AT EVERY QUtlaF OF N',,CMI.
11.
HTD WVERTS M FMMN LINES A NNRAUN OF B' BELOW F:NISN GRADE
St"
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12 RANPS INTO BJRMHOS KOT TO EXCEED A MOPE OF D12 CM &3X CPAD07
13 PROJECT WALKS NOT TO CXCCEO A MOPE OF 1.20 C4 SX C RAOIENT
C(NSTRuCnON KISS -
I- REFER TO FIKSH GRAFJBIG PLANS -OP, CATCH BAST' LOCATIONS
2. AEI. (:CNCRt IT TO 9` 5.5 SACK NIX TO OBTAIN A MINIMUM
CCM?RESW STRENCTI' OF 2500 PSI AT 28 DAYS
3 ALL CCNSIRO"M 10 BE PfINB AND TRUE UNLESS DIHERMSF,
WWNCATED
4 VERIFY WITH THE PROSCT SOILS EN(RNF'_R THE NEED FOR
REINFORCING BASE MAIE RIAL, PRESAnJRATION, FIC FOR WALKS,
STAIRS, WALL FOD¶NGS, ETC
5, ALL MATERIALS M CONSiRL'CTION TO CONFORM TO APPLICABLE
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BUILDING DIVISION
REVIEWED FOR
ODE
C PLIAN
DATE _ BY
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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 ACTTVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, Ym = 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:
I 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 = 2500psi ® 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
W'NOUT 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
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. VER11CAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-O"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 S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
X' BA
'H' 'Y' BARS 'B' MIN. 'C' MIN. 'p'
16 LONG RSCMU
2'-0"' #4032"o.c. N/A 1r�5!1 N/T/A
1 2--8- 1 #4032"o.c. I N/A 1 1'-10" I 0'-3" I 0'-6" 1
1 3'-4- 1 #4032"o.c. I N/A I V-11" 1 0'-6" 1 Y-9"
4'-8"
4032"o.c.
I N/A
2'-11"
0'-9"
0-9,
5'-4"
4024"o.c.
N/A
3'-3"
V--1"
1'-0"
6'-0"
#4@16"o.c.
#408"o.c.
4'--0"
1'-3"
V-0"
*t228
INC.
TECTURE •ENGINEERING
Badillo Street Covina, CA 91723
38. 1595
38.0985
www ghl-ae com
2' to 6' High Retaining Wall
Level Backfill
8" Wide CMU
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL-
WELL GRADED, CLEAN
-SANDS OR GRAVEL OR
COMBINATION
US= GW,GP OR SW,SP
OPTIONAL WALL CAP
C
�#4
HORIZ. ®24"o.c.8"
WIDE (NOM.) CIVIL
FULLY GROUTED
'X' BARS PER
SCHEDULE --
'X' BARS PER
.m
w
SCHEDULE —
W
LAP 24" MIN.
w
a-
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14ON FILTER FABRIC -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL ---
F. G. . z
WET -SET FIRST -
COURSE
#4 CONT. 012"o.c. - -
2-#4 CONT.
CONT. CONC. FTC.
'Y' BARS PER " CLR_
SCHEDULE TYp•
CONC. KEY
ALIGN WITH D,
FACE OF WALL
r
LOADING
1. SEISMIC, 5% DAMPING ® 1 SEC®ND
ACCELERATION Cs=0.33Wt.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. 6 DATE: 09/21/2018
2j" OUTSIDE FACE
OF BLOCK TO
OF VERT, TYP.
U r
- w
fV
73"C.
-
12"
'B* MIN.
PER SCHEDULE
PROFESgIO��
qm V' uJ J1
* EXP. 9-30-20 �}
C / V \ \, �'a�¢
OF CA \\ .
DATE SIGNED 9-10-18
S-1.7LQ
#16-077