BWFE2016-007778-495 CALLE TAMPICO Ct V
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTII
BUILDING PERMIT
Application Number: BWFE2016-0077 I I"III I"tl II,I I"I
Property Address: 71
APN: 604590037
Application Description: LA QUINTA DEL ORO / BLOCK WALL
Property Zoning:
Application Valuation: $9,000.00
Applicant:
VELASQUEZ MASONRY
30266 MUIRFIELD WAY
CATHEDRAL CITY, CA 92234
i
_, )
iii
2 2 2�`( . a O CE (760) 777-7126
FAX (760) 777-7011
I I �0' i' 1161NS ECTIOINS (760) 777-7153
v:lP.il��i;ii111iY _!:'"�iTi�;:si•iJ�n?�:u'�+v'T�
Date: 3/22/2016
Owner:
LA QUINTA DEL ORO COMMUNITY
25 ENTERPRISE STE 200
ALISO VIEJO, CA 0
Contractor:
VELASQUEZ MASONRY
30266 MUIRFIELD WAY
CATHEDRAL CITY, CA 92234
(760)321-2193
Llc. No.: 301880
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
I hereby affirm under penalty of perjury one of the following declarations:
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effect.
compensation, as provided for by Section 3700 of the Labor Code, for the performance
License Class: C21 License No.: 301880
Cctor:
of the work for which this permit is issued.
have and will maintain workers'compensation insurance, as required by
Sec00 of theLabor Code, for the performance of the work for which this permit
is isMy workers' compensation insurance carrier and policy number are:
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, arid 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 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 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
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 subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with t ose provisions.
Dafe_� J 1 I��o Appi ncal t:
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 this city to enter upon the
above-mentioned property for inspection purposes.
Date: lb Signature (Applicant -or -Agent):
DESCRIPTION
FINANCIAL .•
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
101-0000-02600
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
Description: LA QUINTA DEL ORO / BLOCK WALL
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 3/22/2016 RSE
APPROVED
Approved: 3/22/2016 RSE
Parcel No: 604590037 Site Address: ,CA
Subdivision: TR 30521-1 Block: Lot: R
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $9,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 90LF OF 8' RETAINING COMBINATION WALL [CITY SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO,
• PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
Printed: Tuesday, March 22, 2016 3:00:27 PM 1 of 2 R
SYSTEMS
ADDITIONAL
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME
ACTION DATE
COMPLETION DATE'
NOTES
NOTE
RAMSES SEVILLA
3/22/2016
3/22/2016
NO FEE PER BURT HANADA AND TIM. REPLACE WALL
DAMAGED BY THE STORM 2014.
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE FAX EMAIL
APPLICANT
VELASQUEZ MASONRY
30266 MUIRFIELD WAY
CATHEDRAL
CA
92234
CITY
CONTRACTOR
VELASQUEZ MASONRY
30266 MUIRFIELD WAY
CATHEDRAL
CA
92234
CITY
OWNER
LA QUINTA DEL ORO COMMUNITY
25 ENTERPRISE STE 200
ALISO VIEJO
CA
0
FINANCIAL INFORMATION
Printed: Tuesday, March 22, 2016 3:00:27 PM 1 of 2 R
SYSTEMS
PARENT PROJECTS
ATTACHMENTS
Printed: Tuesday, March 22, 2016 3:00:27 PM 2 of 2 CBF
srs•ranns
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID By
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 100LF
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.00
PARENT PROJECTS
ATTACHMENTS
Printed: Tuesday, March 22, 2016 3:00:27 PM 2 of 2 CBF
srs•ranns
0 x4
Bin #
City Of La Quinta
Building 8t Safety Division
78-495 Calle Tampico l
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
OVI FE 2JO 06—��
Project Addmss:V Q OgA(3 Cl L,E
Owner's Name: 0,�- j
A. P. Number:
Address: —[—�, Ta SZ
Legal Description -7--- , e,+ tJo , 3 052-1
City, ST, Zip: (,0- Q\lw C.A a zi r3 f
Contractor: ,V ,� 1A S(sZLC-Z w,so A_Ai '/
Address: j2(0(p f')' &l (Lf -I 1
City, ST, Zip: c�0 Co— - y � 9. j
Telephone7�D�3 J�3 �(r ;p� f,�ci€ ,s `.
State Lie. #: �?► Sd; j(% City Lie. #•:
cicphonc:7(00. Z`4
ProTjcctDescription:
-F •
.DL
o w� &L
R *.
Arch., Cngr., Designer: N
Address;
M
City, ST, Zip:
i
Telephone:
q} is ; �5" 6 :.
sf�
Y�
Construction Type: Occupancy: i
Project type (circle one . Ncw ' Add'n Alter Repair Demo
State Lie. #:�x�,a
a�
Name of Contact Person: v X10. Z
Sq. Ft.:
II Stories:#
Units:
Telephone # of Contact Person; -Twa.g 3 — 3 ft g
t Estimated Value Of.Project: r1a,roject: , , V& v,
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Rce'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount t
Structural Coles.
Reviewed, ready for corrections
Plon Check Deposit
1
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
V
Flood plain plan
Plans resubmitted
Mechanical
1
Grading plan
r' Rtview, ready for correctionslissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
'Grading
1
IN HOUSE:-
Review, ready for correetionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.1.
Pub. Wks. Appr
Date of permit issue
!
School Fces,
'y
Total Permit Fees
1
BXS
a
Ay*L0vm1NC 6', High Wall
Heel -in Footir
Risk
.. .
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 678
DESIGN CRITERIA:
B' MIN.
1. DESIGN CRITERIA PER 2013 CBCOPTIONAL
WALL CAP
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
4"0 SDR 35 PERF. PIPE w/
3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf
1c.f. 3/4" GRAVEL WRAPPED IN
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
MIRAF1,14ON FILTER FABRIC— —
5. CANTILEVER ACTIVE - 30pcf NO•SURCHARGE
SLOPE TO DRAIN. WATERPROOF
6. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPECTION
BACKSIDE OF RETAINING WALL '
NOT REQUIRED PER ..CBC SECTION -1704.2. EXCEPTION 2, 'U' OCCUPANCY.
COURSE
7. USER TO VERIFY APPLICABILITY: OF. THE DEFINED DESIGN CRITERIA FOR THE
'AD
6 SIU. LADDER ,T.YPE
PROJECT SPECIFIC SITE.
#65ST :FOR Sl f1MPSTOI
NOTES:
401NT.:REfNF; :AI TOP CC
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
AT FIRST COURSE, AND
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FENCE
GRADE 60. PROVIDE SPUCES '(LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL. BARS IN CELLS U.O.N.
6" WIDE (NOM.) CMU
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD—DRAWN STEEL
024�o.c�(16" LONG CML
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
0 CTR. OF WALL
GROUT CELLS w/ REINF.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO. ASTM C90. ANGELUS
X14 HORIZ. 024"o:c:.
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
0 RETAINING
2' to 4' Retaining
or
FOR
GYy
EJ ,
7RSh,
!4 6Z
'H' + 12"
DISTANCE TO EDGE OF
' NEAREST ADJACENT
FOUNDATION
WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE)„ OR
B' MIN.
ANGELUS BLOCK SLUMPSTONE SHALL BE USED:
BARS PER X'
IS PLASTIC.
4"0 SDR 35 PERF. PIPE w/
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
1c.f. 3/4" GRAVEL WRAPPED IN
MANUFACTURED BY E—Z MIX INC., CONFORMING TO, PROPORTIONS AND
MIRAF1,14ON FILTER FABRIC— —
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
SLOPE TO DRAIN. WATERPROOF
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
BACKSIDE OF RETAINING WALL '
REQUIREMENTS OF ASTM C270.
COURSE
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
8" WIDE (NOM,) +CMU
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
FULLY GROUTED..
t 0psl. 0ti O P5 i
B' MIN.
7, 4ST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
BARS PER X'
IS PLASTIC.
SCHEDULE,:LAP. ..._.
B. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
24" MIN.
VERTICAL CONTINUITY OF THE CELLS.
016"o:c. 4'—B" p'-4"
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A -MAXIMUM OF
q"
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
WET—SET FIRST .c I
MORTAR WASHED
COURSE
10. GROUT ALL CELLS WITH REINFORCEMENT,
#4 CONT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
N4 CONT. 0 12"o.c.—
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
CONT. CONC. FT.G.
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
CONC. KEY -
REINF,WALL STEAL � X'^BARS H' MAX.
,E PER S;-2,0 10' LONG CMU
TYPE
B' MIN.
C'
3'-4" 'A'
B'
2'-0» 'A 40241'6.c. 3',F'
0
B' 4032"O,c:
2'-9"
N/A
016"o:c. 4'—B" p'-4"
ES
2• FOUNDATION SIZES BASED ON
q"
4024"o..c. '3'-10"
„0._i"•
` I
3'=11" 0'-2"
LOADING. 41ARA
�Ia
OPTIONAL CHAMFER
BACKFILL—
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
�2j- OUTSIDE FACE
OF BLOCK TO
4. OF VERT
�Illf
ii�ll' `II
DATE SIGNED 6-25-14
S-1.6LQ
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4016"o.c. 4'-2' •0'-3"
LOADING
1. SEISMIC, SSI
3'-4" 'A'
B'
4032 o.c. 3-5" N A
NDAMPI
ACCELERATION Cs=, . ��
353'30 #711J# E®
A'
016"o:c. 4'—B" p'-4"
ES
2• FOUNDATION SIZES BASED ON
q"
MAXIMUM WIND OR SEIS C
` I
3'=11" 0'-2"
LOADING. 41ARA
2 2O1C
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-O 1�
ANDERSON DESIGN GROUP OF (A
Structural Engineering • Building Design C��M�N Q��Nrq
1'r
"t ���ELOPMEIVr
228 East Badlllo Street • Covina • CA • 91723-2115 .
_ (626) 938-1595 • Facsimile (626) 938-0485
en AlneeNnp excel/Cote Sln 1957'
DATE SIGNED 6-25-14
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ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
END: OF WALL
x O SxHF.
8' High Max. Site Wall
C v 100mph
Risk Category I
6" Wide CMU
y .�. ......,�f vim'• .f jy`# ,t � i 1., n ,,
PT.
TON
SEF
X its)tn
tyf
x
X
to
F
5xHF 5 xHF 0` SxHF.
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES.:0 ; /� & L].
TOTAL WALL LENGTH
3¢
LR 5 x HF MIN.
F,bMA
5 x HF MIN.
�j
ANDERSON DESIGN GROUPStructural
V
228 east BatlllElo ngine5treeerng Covin
a • Building 723-1
iDesign: CITY OF LA CUINTA
(626) 938-1595 Facsimile (626) 938.0485RRUIUNiTY DEVELOPMENT
---
. "enDlneerfnD excellence since 1957-
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