BWFE2018-005378-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2018-0053
Property Address: 79195 TOM FAZIO. LANE NORTH
APN: 766032027
Application Description: MCLENNDON / 180LF 4' RETAINING WALL
Property Zoning:, —\ a
Application Valuation:
Applicant:
D
J V MASONRY MAR 06 2018
65-083 MARIO CIRCLE
MECCA, CA 92254 CITY OF LA QUINTA
DESIGN AND DEVELOPMENT DEPARTMENT
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: C29 License No.: 981775,
Coi raactor
OWNER -BUILDER DECLARATION
I hereby affirm'under penalty of perjury that I am exempt from the Contractor's State
License Law for tFie 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).:
(1 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 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 Na
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/6/2018
Owner:
SCOTT MCLENDON
Contractor:
J V MASONRY
65-083 MART D CIRCLE
MECCA, CA 92254
(760)548-8277
Lic. No.: 981:75
WORKER'S COMPEMSATION DECLARATION
I hereby affirm under penalty of perjury orre of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section E700 of the Labor Code, for the"performance
oft the work for which this permit is issued-
-V� I have and will maintain worker' 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: EXEMPT 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 subject to the
workers' compensation provisions of Secti.)n 3700 of the Labor Code, I shall forthwith
comply with those provisions.
1 ti(V
Date: � � � � d Appy/�
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 PROVIDEDFOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT AC4NOW LEDGEM ENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth or this application.
1. Each person upon whose behalf this a 3plication is made, each person at whose
request and for whose benefit work is perbrmed under or pursuant to any permit issued
as a result of this application , the owner, a nd 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
:ommenced within 180 days from date of ssuance of such permit, or cessation of work
for 180 days will subject permit to cancellz tion.
certify that I have read this application and state that the above information is correct.
agree to comply with all city and county crdinances and state laws rglating to building
:onstruction, and hereby authorize repres 2ntatives of this city to entikupon the above-
mentioned property for inspection purpos?s.
Dae �/a Signa_e(Applicant orAgent): .�
F
Date: 3/6/2018.
Application Number: BWFE2018-0053
Owner:
Property Address: 79195 TOM FAZIO LANE NORTH
SCOTT MCLENOON
APN: 766032027
Property Zoning: `
Application Valuation:
Applicant:
Contractor:
J V MASONRY
J V MASONRY
65-083 MARIO CIRCLE
65-083 MARIO CIRCLE
MECCA, CA 92254
MECCA, CA 92254
(760)548-8227
Llc. No.: 9817—i5
Detail: 18OLF OF 4' RETAINING WALL WEST SIDE OF LOT [ANGELUS S -1.71-G] 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 ANDANY FENCING SHALL'BE.
LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY
MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA
BUILDING CODES.
F
FINANCIAL •1•
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
101-0000-42404 0
$52.01
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600 0
$65.02' ,
Total Paid for BLOCK WALL: $148.23
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 ENHANCEM =NT FEE: $5.00
TOTALS:
Bina city of La Quinto
Building & Safety Division
Permit # . . 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
SJ Building Permit Application and Tracking Sheet
Project Address:(A ` Owner's Name: SCO
A. P. Number:
Address: y_ x b vial,
Legal Description:
City, ST, Zip: h ✓ �� GJ e Q is 3 3
Contractor: U
Telephone:
Address: S U c
Project Description:
City, ST, Zip: �✓f
Telephone:
e P 5�
y� Z
/00
n 0�
State Lie. # :
State
City Lie. #.:.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
.?.,.
truction Te:onsf occu aac .
State Lie. #.
Project type circle one): G-)Add'n Ater Repair Demo
Name of Contact Person: Afits
14
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person ( ZY
G f -
imated Value of Project: / 2
APPLICANT: DO NOT WRITE BELOW THIS LINE
# Submittal Req'd Rec'd TRACKING PEL'MIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Cheek Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance •
Title 24 Calcs.
Plans picked up
Construction '
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2ed Review, ready for corrections/issue
Electrical
Subconlactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.1.
II.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Reyiew, ready for correctionsliissue
Developer Impact l:ee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. NVks. APPr
Date of permit issue
School Fees,
Total Permit Fees
t
..
L
1
C
1
AV
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
5. 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
PROJECT SPECIFIC SITE.
DOTES:
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.
Z. NOT USED .._
5. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED -BY SOILS REPORT.
1. 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 PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY £—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.
L GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
�
OOpsi.
�. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
L CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
1. 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
1. NOT USED
INSPECTIONS: A. AFTERFOOTING 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.
:. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
DO NOT PLACE FOOTING WITHIN '5'-0" OF A SLOPE
GHL INC.
.,.:::.1-IITE;1P E - ENGINEERING'
228 East Badillo Street 1 Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
wAw.ghloe.com
2' to *6' High _Retaining Wall
.Level Backfill
8w Wide CMU
CITY OF LA OUINTA
BUILDINGG& SAFETY DEPT.
APPROVED.'
FOR CONSTRUCTION
DATE BY
OPTIONAL WALL CAP
#4 HORIZ. ®24"o.c.-
8" WIDE (NOM.) CMU
FULLY GROUTED
X' BARS PER
SCHEDULE
'X' BARS PER
SCHEDULE
LAP 24" MIN.
4"0 SDR 35 PERF. PIPE w/
lc.f. 3/4" GRAVEL WRAPPED IN
MIRAR 14ON FILTER FABRIC—
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL-
F.G
'H' + 127
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2J- OUTSIDE FACE
OF- BLOCK TO
4.OF VERT, TYP.
WET -SET FIRST T -L COURSE#4 CONT. ®12"o.cN2-#4 CONT.CONT. CONC. FTG.
3"CLR.v
'Y BARS PERnpSCHEDULECONC. KEY
ALIGN WITH
FACE OF WALL
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
PROF ESS/0
N � ���
C9 7 m
NO. 85681
-c EXP. 9-30-18
s9T c, / v
F OF Cpl\E0
DATE SIGNED 412-17
S-1.7LQ
#16-077
MASONRY RETAINING WALL SCHEDULE
,H,
'X' BARS,
16" LONG CMU
Y BARS
'8' MIN.
'C' MIN.
D'
2'-0"
4®32"o.c.
N/A
1'-5"
N/A
N/A
2'-8"
4632"o.c.
N/A
1'-10"
O'-3"
0'-6"
Y-4"
4032"o.c.
NIA
1'-11"
0'-6"
0'-9"
4'-0"
4032"o.c.
N/A
2'-5"
0'-8"
0'-9"
4'-8"
4032"o.c.'
NIA
2'-11"
01-9..0'-9"
5'-4"
#4@24"o.c.
N/A
3'-3"
1'-1"
1'-0"
016"o.c. I
#4@8"o.c. 1
4'-0"
V-3"
1'-07.
GHL INC.
.,.:::.1-IITE;1P E - ENGINEERING'
228 East Badillo Street 1 Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
wAw.ghloe.com
2' to *6' High _Retaining Wall
.Level Backfill
8w Wide CMU
CITY OF LA OUINTA
BUILDINGG& SAFETY DEPT.
APPROVED.'
FOR CONSTRUCTION
DATE BY
OPTIONAL WALL CAP
#4 HORIZ. ®24"o.c.-
8" WIDE (NOM.) CMU
FULLY GROUTED
X' BARS PER
SCHEDULE
'X' BARS PER
SCHEDULE
LAP 24" MIN.
4"0 SDR 35 PERF. PIPE w/
lc.f. 3/4" GRAVEL WRAPPED IN
MIRAR 14ON FILTER FABRIC—
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL-
F.G
'H' + 127
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2J- OUTSIDE FACE
OF- BLOCK TO
4.OF VERT, TYP.
WET -SET FIRST T -L COURSE#4 CONT. ®12"o.cN2-#4 CONT.CONT. CONC. FTG.
3"CLR.v
'Y BARS PERnpSCHEDULECONC. KEY
ALIGN WITH
FACE OF WALL
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
PROF ESS/0
N � ���
C9 7 m
NO. 85681
-c EXP. 9-30-18
s9T c, / v
F OF Cpl\E0
DATE SIGNED 412-17
S-1.7LQ
#16-077