14-0734 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
14-00000734
Property Address:
58769 JEREZ
APN:
764-200-999-13 -316813-
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
4700
T4ht 4.4 Q"
Applicant: Architect or Engineer:
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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 Professionals Code, and my License is in full force and effect.
Lice la s: / License No.: 762987
Date: ` Contractor*
OWNER -BUILD R 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).:
(_ 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.).
(_ 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 Name: _
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/02/14
Owner:
CORAL OPTION I
81570 CARBONERAS
LA QUINTA, CA 92253 ff
`�---
Contractor: 0,J
i
TD DESERT DEVELOPMENT LP
�:
P.O. BOX 1716 ClTY!?F?.AC4Ilir4 �
LA QUINTA, CA 92247 �-- r) �R'•�t�L' 'rF" L 1
(760)771-1941
Lic. No.: 762987
-----------------------------------------------
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.
W-"71 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,
a d agree that, if I should b subject to the workers' compensation provisions of Section
00 of the Lab9tC shall forth 'th comply wi h those provisions.
De : i" Applicant/
WARNING: URE TO SEC ORKERS' CO ENSATION COV RAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FIN UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,0001 IN ADDITION TO THE COST OF COMPEN ATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORN Y'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 t ove in ation is correct. I agree to comply with all
city and cou y or inances and state laws relating to ilding construct n, and here a representatives
of this�cD Cy tto/ me pon thea e -mentioned roperty for inspectio purpo
Date: �" 1 / Signature (Applicant or ent):
q -
LQPERMIT
Application Number . . . . . 14-00000734
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 75.79 Plan Check Fee
.00
Issue Date . . .. Valuation . . .
. 4700
Expiration Date ... 11/29/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
2.00 14.3000 EA MISC WALL, ADDL 50 LF
28.60
------------ _----------------------------------------------------------------
Special Notes and Comments
188 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 75.79 .00 .00
75.79 -
Plan Check Total .00 .00 .00,
.00
Other Fee Total -61.06- .00 .00
61.06
Grand Total 136.85 .00 .00
136.85
J
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APPLICANT:
ENGINEER:
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BASIS OF BEARING:
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ASSESSOR'S PARCEL NUMBER:
UTILRY PURVEYORS:
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IN THE Cm OF LA OUDITA, CALIFORNIA
PRECISE GRADING PLAN
AMENDED TRACT 31681-3
LOTS 11-20
IN 714E HE VN OF SECTION 27, 7.&8.. POE- &B.M.
TYPICAL LOT ORAWAGE DETAIL
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6' to 8' High Site Wall
Trench Footing - C ® 85mph
B*�nec
6" Wide CMU
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2010 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
OPTIONAL WALL CAP-\
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
GROUT CELLS
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPECTION
w/ REINF.
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.�j6
STD. LADDER TYPE
NOTES:
#5 STD FOR SLUMPSTONE)_
JOINT REINF. AT TOP COURSE,
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FIRST COURSE, AND 24"o.c.
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
w
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" WIDE (NOM.) CMU
GROUT CELLS
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS. UNLESS
w/ REINF.
11 lo
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
lo
w
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
x
w
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
'X' BARS PER
�
ToN
x
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
SCHEDULE 0
?
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
CTR. OF WALL
lo
a
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
SETBACK
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
PER
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
10 SCHED.
'.00Opsi.
Y BARS PER
. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
SCHEDULE LAP
w
IS PLASTIC.
PER 'L'
D
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
i w
x
VERTICAL CONTINUITY OF THE CELLS.
F.G.0
J in
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
Z
f w
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
WET -SET FIRST
lo E -
MORTAR WASHED
COURSE
9
2 MAX
10. GROUT ALL CELLS WITH REINFORCEMENT.
1
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
J
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
2-#4 CONT.z
w
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
5
x
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILSP
v
N
SEE DETAIL SHEET S-5.1.
a
MINIMUM DEPTH 'D' 0 SLOPE
SLOPESETBACK
n
0'-0" 1 1'-0"
2 :1 2'-6" 1 2'-0"
CONT. CONC. FTG.
1 11_ 5'-0" 61N.
3 :1 2'-0' 1 -CONT
TO DAYLIGHT
X' BARS REINF.WALL STEM 'Y L' STEM D
BARS CESS/
H' MAX. ' MIN. a/
16" LONG CMU 78" LONG CMU TYPE PER 5-2.0 18" LONG CMU /8' LONG CMU
6'-0" #4048"o.C. #4054"o.c. 'A I #4@24"o.c. 4027"o.c. 2'-0" 3'-2"
'B' 4048"o.c. 4®54"o.c. 2'-0" 2'-3" co
6'-8" #4048"o.c. #4045"o.C. 'A' 016"o.c. 4018"o.c. 2'-0" 3'-5"
'B' 4®48"o.c. 4045"o.c. 2'-0" 2'-4" * E 14
7'-4" #4048"o.c. A' 016o.c. 4018"o.C. 3' — _ T
#4045"o.C. RP 11
'B' 8"o.c. 4045"o.c. 2' 2' 6 LA QUI C TV O
'A' 408"o.c. 409"o.c. 3' e & SAFETY DE CA��F
o" #4040"o.c. #4036"o.c. 'B' 4040"o.c. 4036"o.c. 2' 0" DATE IGNED 5-20-13
ANDERSON DESIGN GROUP " ROVED
Structural Engineering . • Building Design FOR CONSTRUC ON �1 •2LQ
228 East Bad ilio Street Covina • CA • 91723-2115 ( 11
(626) 938-1595 • Facsimile (626) 938-0485 I (� #6255
"e g'nng 'vs7" DATE I I BY
It