14-0738 (BLCK)4
P.O. BOX 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 6/02/14
Application Number: 14-00000738 Owner:
Property Address: 58857 JEREZ CORAL OPTION I
APN: 764-200-999-17 -316813- 81570 CARBONERAS
Application description: WALL/FENCE LA QUINTA, CA 92253 D d
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 5900 '
I AIN 201;
Contractor:
Applicant: Architect or Engineer: TD DESERT DEVELOPMENT �P CITY 0.
P.O. BOX 1716 FI* -; a W7A
LA QUINTA, CA 92247 P7.
(760)77
Lic. NO..:: 762 762987
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 Businessand 'ovals Code, and my License is in full force and effect.
License CkK5 License y��762987
Date:[///C!///L! Contractor:
I hereby affirm under penalty of perjury that I am exempt from the Contract is 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.).
(_ 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. I , 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.I.
Lender's Name:
Lender's Address:
LQPERMIT
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.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performanue 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,
and agree that, if I should become subject to the workers' compensation provisions of Section
700 of the Labor Code, I with comply with those provisions.
Date: AppicaT nt:
WARNING: FAILURE TO SECURE ' COMPENSATION COVERA E IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AN,:V CIVIL FINES TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSAT N, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY' 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 ab is correct. I agree to comply with all
city and county or finances and state laws relating to b ' mg construction, an hereby authorize representatives
of this cou nter upon ve-mentioned operty for inspection pur ses.
Date• Signature (Applicant o Agent):
Application Number . . . . . 14-00000738
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 90.09 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 5900
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
236 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 SHALf'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
4
i iPaD� LEGEND:
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PROJECT
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VICINT MAP -
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APPLICANT:
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ENGINEER:
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BENCNMAAK~��
ASSESSOR'S PARCEL NUMBER:
n1®H.::.Y.a. *MeMC.a ro.1.o.a. u0M4D09
UTILITY PURVEYORS:
TYPICAL LOT DRAINAGE DETAIL
0
w THE CM OF LA CIUIHfA, CAWFORNIA
PRECISE GRADING PLAN
AMENDED TRACT 31661-3
LOTS 11-20
w THE nE to of eacrwn ar: T.6,s.. R r.E.: ae.m.
.,:wnx xu. ruuvurmam.xY.,camaa:'.............................................. ... .....
:ru.�n .. 0
i,....— ,.4-:
aroma axnm:ern4r..aaans:x4'.!.on.-a: � �
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-
I
NOTE:
�--.._ _HD1a:
�9�e Qirt/m iR�'w. fi: w�4u:eN6N0.ss
SLD�YlA�I�AIs_,
L .
5�5A�;! �7. � TYPICAL WALL ODEHINfY_ 'M'ICAL S'.YAIE DEY'Nl u&xww
GENERAL NOTES:
..z ..... � ��� .rani•"' .:m4, ..:.av: ,,,,....
4..
..••.•.••.. a N UeNTn ;
Ii NnngS/Ct (yo.
ma oea vr;va� ..�
1
SECMA *w
aflq EdG?@E[81NCI ga"= PRECISE GRADING PLAN
® AMENDEDITIACT31801J I 1
.....,..'.:R... .,:,m. .1zT" I LOTS 11.10
�IL
A
BLOCK CO., INC.
Since 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, I m = 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 0 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
?OOOpsi.
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'-O"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 01-0. 1.-0"
2 :1 2'-6" 2 -0"
6' to 8' High Site Wall
Trench Footing - C ® 85mph
6' Wide CMU
OPTIONAL WALL CAP--\
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE,
JOINT REINF. AT TOP COUR
AT FIRST COURSE, AND 24
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE 0
CTR. OF WALL
'Y' BARS PER
SCHEDULE LAP
PER 'L'
F.G.
KT -SET FIRST
COURSE
2-#4 CONT.
CONT. CONC. FTG.
H' MAX.n unn� nunr.n•uy aicM t CAKJ
16" LONG CMU 18" LONG CMU ; E PER S-2.0 16" LONG CAU 18" LONG CMU 'L' STEM 'D' MIN.
6'-0" 1 #4048"o.c. I #4054"o.c. ,A " '.4_o.c. 4®27 o.c. 2'-0' 3'-2:
6'-8" 1 #4048"o.c. I #4045"o.c.
7'-4" 1 #4048"o.c. I #4045"o.c.
70" 1 #4040"o.c. I #4036"o.c.
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East aadillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"-9'--9 excesence since 1957"
SETBACK
PER
SCHED.
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L 8" 5'-0" 61N.
CONT TO DAYLIGHT
��I�ESSIgy�
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6 j - LA Q U► C T�1R �
4" & SAFETY DE
° " R O e DATE IGNED 5-20-13
FOR CONSTRUC ON ` 1.2LQ
DATE I I gy #6255