14-0737 (BLCK)"P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
14-00000737
Property Address:
58835 JEREZ
APN:
764-200-999-16 -316813-
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
5900
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
CORAL OPTION I
81570 CARBONERAS
LA QUINTA, CA 92253
Contractor:
Applicant: Architect or Engineer: TD DESERT DEVELOPMENT LP
P.O. BOX 1716
LA QUINTA, CA 92247
(760)771-1941
LiC. No.: 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 Business and ProfIs Code, and my License is in full force and effect.
License Cla s: B license No.: 762987
Date: Contractor:
O •BUILDER DEtty
RATION
I hereby affirm under penalty of perjury that am exempt from the Cctor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any 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.).
(_ 1 I am exempt under Sec. , 8.&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
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
ued.
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,
and agree that, if I should�be to the workers' compensation provisions of Section
Date/ L /3.7`000 of the Labor Codecomply with those provisions.
,/; y Applicant:
WARNING: FAILURE TO SECURE WORKERS' COM ION COVER G71SUNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATI N, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S EES.
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 cou ty dinances and state laws relating to build in ss tion, and hereby authorize representatives
of this cou y t e er upon the above�aentioned pr y for inspecti n purposes.
Date: Signature (Applicant ogen
Application Number 14-00000737
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 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
1 Mai LEGEND:
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vlcDdrty MAP
I ER/DEVEL.OPER:
APPLICANT:
ENGINEER:
,ra.n,mcworx
BA318 OF BEARING:
BENCHMARK
ASSESSOR'S PARCEL NUMBER:
la=PURVEYORS:
t $00-
m-
,�� 2600
MICAL LOT ORAlNAGE OETAIL
i
im
Lpr��_... ...
�w• � war---��-__'
'sl�wg_xrty�Q�u4, aw.,nvx
IN THE CRY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
AMENDED TRACT 31661-3
LOTS 11-20
IN THE NE 114 OF SECITON 27,7.6.6- R7.E., &DA,
.•<. «. ,r
,imw.-sw i a. .,.°,w...o. o..n.,�....
. `„_TYPICAL wA &,CLI RM_
..YPICAL ALE DETAIL
INDEX MAP
ORAPM,C SCALE ....._......._._...........
r mnoao
1T
SEC110N'A';'A'
Iexr'tlswn:ww.ep
GENERAL NOTES:
.e: .... • x.,v�"own;'w�r. ,v '�a'v w.o. an µ"Vi. w�m�ua
IV-
._ ♦ �� nr�,c vaY�ixvw ivA a'aMD n
SECRON'1M �'p',
ml
PRECISE GRADING PLAN I
AMENDED TRACT 21881,3
LOTS 11,28
"IM 25R
12
PLAN 26R
PE,432.BO V.16
,
PRECISE GRADING PLAN
AMENDED TRACT 31081-3
2
LOTS 11-20
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 = Opsi
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 ® 26 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.
f
.. 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
6' to 8' High Site Wall
I•
Trench l=ooting - C o 85mph
C" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
.5 STD FOR SLUMPSTONEJ
JOINT REINF. AT TOP COUR
AT FIRST COURSE, AND 24
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
w
x w
11 ooa =
'X' BARS PER To
SCHEDULE ® ? rn
CTR. OF WALL Cr
IL
SETBACK
PER
SCHED.
BARS PER
S nil 111 I_7!D
SCHEDULE LAP
PER 'L'
z w
f
F.G. ooJ �
g
w
INET—SET FIRST o_
COURSE _::4hq wii
' \ 1
J
2—/j4 CONT. z ul
a
x
c)
p N
a
CONT. CONC. FTG.L---' � 5'-0" MIN.
CONT TO DAYLIGHT
'H' MAX. 'X" BARS REINF.WAU_ STEW 'Y' BARS pFESS/
L' STEM D' MIN. QR
16" LONG CMU 18" LONG CMU TYPE PER 5-2.0 16" LONG CMU 18" LONG CMU U� � `
6'-0" #4®48"o.c. #4®54"o.c. A'4"o.c. 4®27"o.c. 2'-0" 3'-2"
B' 44®48"o.c. 44054"o.c. 2'-0" con � 2'-3"/ T I
6'-8" I #4048-o.c. I #4045"o.c. A ---6wo.c. I #4@18'o.r. 2'-0a 3'-5"
7'-4" #4®48"o.c. #4®45"o.c.
4018-o.c.
49045"o.c.
0" #4040"o.c. #4036"o.c.A'
'B'
4ii>8"o.c. 409"ox.
4®40"o.c. 4®36"o. c.
ANDERSON
DESIGN GROUP
Structural Engineering. Building Design
00
228 East Badillo Street
• Covina • CA • 91723-2115
(626) 938-1595 •
Facsimile (626) 938-0485
englneenng
exceu- .1- 1957-
2-4 * E �14
6 e C T�)R o9
& SAFETY DE CA��F
MOS, ®�� DATE IGNED5-20-13
FOR CONSTRUVON
-1.2LQ
#6255
DATE I / DY