14-0740 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
14-00000740
58901 JEREZ
764-200-999-19 -316813-
WALL/FENCE
LOW DENSITY RESIDENTIAL
6125
T4i!t 4 Qum&
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Architect or Engineer:
oaz_te� I
--------------------------------------------------
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 Pyr .f�ssionals Code, and my License is in full force and effect.
License Class: J4 �/ \ Licensebw..'--Q62987
OWNER -BUILDER DECLAPATION
I hereby affirm under penalty of perjury that I am exempt from the Contr tor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any c,ty,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.).
(_ 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 am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
1 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 Name:
Lender's Address:
LQPERMIT
Owner:
CORAL OPTION I
81570 CARBONERAS
LA QUINTA, CA 92253
Contractor:
TD DESERT DEVELOPMENT LP
P.O. BOX 1716
LA QUINTA, CA 92247
(760)771-1941
Lic. No.: 762987
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/02/14
----------------------------------------------—
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
ed.
_ 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 CA REST MUTUAL Policy Number CRO1134517
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,
rid agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code a forthwith com those provisions.
Date A ,cant•
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION OVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIV, FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMP SATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNE 'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety 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 coon, d hereby authorize representatives
of this co ty enter upon the above-mentioned grope or inspection purp ses. -
Dat Signature (Applicant or A 1':
Application Number . . . . . 14-00000740
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 90.09 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 6125
Expiration Date . . 11/29/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
3.00 14.3000 EA MISC WALL, ADDL 50 LF
42.90
----------------------------------------------------------------------------
Special Notes and Comments
245 L.F. OF BLOCK WALL PER ATTACHED
APPROVED PLANS AND ANGELUS BLOCK CO.
MASONRY FENCE WALL SYSTEM, 6FT-8FT HIGH
SITE WALL SPECIFICATIONS. PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY. 2013
CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total 90.09 .00 .00
90.09
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00.
61.06
Grand Total 151.15 .00 .00
151.15
LQPERMIT
C..
!!fpID� LEGEND:
I
PNO ,IFixGk};3d
, n,nc ✓nnel,.a.er
PROJECT SITE I.�ria �— mr.,M rusa.aa.a
Z C:
VICINITY NAP
OWNERIDEVEL OPER: 6!.••-
APPLICANT: ,R
::o:Irnvnx`:
ENGINEER:
m�
BASIS OF BEARING:
BENCHMARK:
•u.'"a�."wvew.o
ASSESSOR'S PARCEL NUMBER:
UTILITY PURVEYORS:
NOTE:
mIU NN
I eoa
rr-
I�..._�� 2600
YPIC✓ LOT DRA€NAGF DETAIL
PRECISE GRADING PLAN
AMENDED TRACT 31661-3
LOTS 11-20
IN THEME IN OF SECTION 11,1.8.6.. R1.E.. &B.N.
......................
.......
...
...
....:....
...... ....
i i ate:INUE%MAP
id_.ryr.tw,M.._Ii OPAPNIC SCALE
.. .......
:�L........
...
......._
Ntli Erwnn Nw gyp` Naas..
SjD�ALL�O_h',LAIL„ ,
' 01'fiLUN9 �' .«N• c e ! .l
r''�*cwaox.>•. nuc I .wo. i
•:r...y: r..cxoacv+ss,� rsrvw,n aw:.
h
s —_ ALWA 40PgMJT4.... 'YYPICAL S"1'ALE'D............ INaEWm MAN11
GENERAL NOTES:
a�'`nw�'hww .n::�� w .w ",aec°p1arti� r cn�i av�:'yw,avr0i'tic-.
0..vhMwac,�!r�eiar:slnid..'�rwa:,�7�u�m� �W�4n t Taan T w�
• -a.+n >a: n aravn a.. n am. +c..:e xw cis
PRECISE GRADING PLAN i
ANENoeo IAACT 3im,3 1
L0T8 TT,70
9111
I
2
SEE SHEET 2
i
BLOCK CO.. INC.
Slnoe 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2010 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 1704.1 EXCEPTION 3, '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 = 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
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
000psi.
I. 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.
SLOPE
'H' MAX. .. .,..,.., ,.�,,.,.....ai om•� i omnia
16' LONG CMU 18' LONG CMU TYPE PER S-20 16' LONG CMU 18' LONG
6'-0" 1 #4048"o.c. I #4054'o.c. "4024"o.c. 1 "4027'
6'-8' I #4048"o.c. I #4045"o.c. [_4
7'-4" I #4048"o.c. I #4045"o.c.
—o" I #4040"o.c. I #4036"o.c.
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
*' "-9'--9 9 ex 11—ce sIn— 1957"
6' to 8' High , Site Wall
Trench Footing - C ® 85mph
6w Wide CMU
OPTIONAL WALL CAP
.5
STD. LADDER TYPE
STD FOR SLUMPSTONE)_
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24'o.c.
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
w
' \ 1
J
2-#4 CONT.z w
x
v
0 N
LCr
) a
CONT. CONC. FTG. l 8" [ 5'-0" MIN.
CONT. TO DAYLIGHT
'L' STEM V MIN. QRcfESS/ov
2'-0' S-2"
2'-4" * E 3r14
LA CSU CTUR
vPROVE
& SAFETY UE
DATE IGNED 5-20-13
FOR CONSTRUC ON -1.2LQ
f#6255
DATE 17 BY
t:
12
SETBACK
PER
SCHED.
'Y BARS PER
SCHEDULE LAP
w
PER 'L'
z
w
F.G.
J
to
w
WET -SET FIRST
Q
a
COURSE
_
w
' \ 1
J
2-#4 CONT.z w
x
v
0 N
LCr
) a
CONT. CONC. FTG. l 8" [ 5'-0" MIN.
CONT. TO DAYLIGHT
'L' STEM V MIN. QRcfESS/ov
2'-0' S-2"
2'-4" * E 3r14
LA CSU CTUR
vPROVE
& SAFETY UE
DATE IGNED 5-20-13
FOR CONSTRUC ON -1.2LQ
f#6255
DATE 17 BY
t: