13-0835 (BLCK)f«
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-00000835
Property Address:
53675 AVENIDA CARRANZA
APN:
774-115-018-7 -000000-
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
1800
Applicant:
Tit!t
4.0"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Architect or Engineer:
-----------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury at I am licensed unde provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the B si ss and rofessionals ode, nd my License is in full force and effect.
License Class: B nse o.: 926190
.fit �)
Date Contract r'r -/ >
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 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 N
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 1$5001.:
(_) 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. , 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:
NANCY MARTEL
53675 AVENIDA CARRANZA
LA QUINTA; CA 92253
(760)333-3612
Contractor:
HUITRON CONSTRUCTION
50427 RIGO COURT
COACHELLA, CA 92236
(760)398-3227
Lic. No.: 926190
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/08/13
I
:v
JUC 08 ?0
C1ty 13
------------------
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
�'f issued.
have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
41 Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 0013718-2012
_ I certify that, in X-,
ce of the work for which this permit is issued, I shall not employ any
person in anto become subject the wo ers' compensation laws of California,
and agree theco a subject t t worke ' compensation provisions of Section
3700 of the sha forthwith Iy with hose provisions.
Date:��� ApplicaWARNING: FAILURE TO SERS' 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 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 aAmes null and void if work is not c menced
within 180 days from date of issuanmit, or cessation of work for 180 ays will subject
permit to cancellation.
I certify that I have read this application and statea infor tion is correct. I a e o compl with all
city and county ordinances and state laws relatingonstru on, and hereby age
repres tatives
of this county to enter upon the above-mentioned inspe i n purposes.
�I P Signature (Applicant or AgenDate: '
Application Number . . . . . 13-00000835
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 47.19 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 1800
Expiration Date 1/04/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
----------------------------------------------------------------------------
Special Notes and Comments
20LF OF BLOCK WALL AT SOUTH PROPERTY
(ORCO SPECIFICATIONS] PRECISION CONCRETE
BLOCK SHALL BE COVERED WITH STUCCO,
-
PAINT, OR TEXTURED COATING WHERE VISIBLE
FROM OUTSIDE THE PROPERTY. 2010
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 47.19 .00 .00
47.19
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total 108.25 .00 .00
108.25
LQPERMIT
stn.#
City Of La Qu rnta
Bufkgpg 8i Safety DN W6n
P.O. Box 1504,78-495 Calle Tampico
La.Qufnta, CA 92253 -:(760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: �� �, S �V.N 1 R �AQQF\
fwner's Name:. VA (-:N•-a C
A. P. Number.
Address: .-C-1S � C AQQPA ,Legal 4-S
Description:City,
`���� 1 -� A
ST, Zap: �A ®� c�1 P. `Contractor.J
Telephone: - �OAddress:
O y-� (-
Project Description: '� �>� PQ�1t- C*.t,G.
City, ST, Zip: �c�� �- �"�
F�''c' -Z&.0 0V,- I
Telephone: '1
. #: -0 City Lic. #ngr.,
Designer.
t
City., ST, Zip:
Telephone: Construction Type:. Occupancy:
State Lic. #: Project type (circle one): New Add'n Repair Demo
Name of Contact Person: tJ�
Sq. Ft.:
# Stories: # Univ:
Telephone # of Contact Person: 5 7 9 1 f� D
)
Estimated Value of Project: if U
APPLICANT: DO NOT WRITE BELOW THIS UNE
#
Submittal
Req'd
Recd
TRACKING
PERhMFEES
Plan Sets
Plan Check submitted
Item Amonat
Strgctural Calls.
Reviewed, ready for corrections
Plan Check Deposit. .
Truss C21cs.
Called Contact Person
Plan Check Balance.
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted..
Mechafikal
Giading plan
21i Review, ready for correctionsfissue
Electrical
Subcoutoctor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
ML
H.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
''' Revlew, ready for correctlonatissoe
Developer Impaet Fee
Planning Approval
Called Contact Person
A.LP.P.
Pub. Wks. Appr
Date of permit Issue
School Fees
L
L
Total Permit Fees
1
a
ti
C
W
X
Q
co
O
O
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ORCO STANDARD 6' TO 8' CMU SITE WALLS
�--
OPTIONAL FLAT CAP
DESIGN CRITERIA: PER THE 2010 L8C
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE = 150 AGF
3 GROUT STRENGTH =1000 PSI @ 28 DAYS
4. REINFORCING STEEL: GRADE 60.
S. 1500 PSI MASONRY COMPRESSION STRENGTH - NO SPCL.
INSPECT70N
6816, 6616, OR 6616 C74U
GROUTED ONLY @ VERT NOTES:*
2
STEEL
1 MAIC
1. CONCRETE BLC>LTCSHALL CONFORM TO ASTM C 90. WEDGELOCK
11. CROW TO ED RE
BLOCK, SLUMP BLOCK AND SPLITFACFBLOCKAREACCEPTABLE
READY OR CO AND ALL REQ UIRED EEL IS 7 IN
RFADYFOR CONORE7EAND ALL REQUIRED SIFEL IS TI®IN PLA CE
1^DROP-IN BAR Z CONCRETE FOR FOOTING SHALL BEI PAR TCETIENT TO 2-112
SECOND BVSFEC71ON TO BE WHEN THE REQUIRED VERTICAL IS IN
PARTS SAND TO 3-1/2 PARTS GRAVEL WITHA M4;0MUM OF 1-1/2
PLACE AND THE BLOCK WALL IS READY TO GROUT,
GALLONS OF WATER PER SACK PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPEITIV. Fc = 2500 PST
12. MAXIMUM CONTROL JOINT SPACING.40'01C 20'01C FOR
A'6 S7D JOINT
REINFORCEMENT @ 24" O/C 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7' A.SIMA 615 GRADE 60. PROVIDE 48 BAR'DIAMETER LAP.
& 8' WALLS). USE 05 STD.
FOR SLUMP BLOCK 4. REA4R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHITISLOGITED.
NOTE' PROVIDE 04 DOW& &
04 DROP-IN 84R ATEAOI S. CONCRETE BLOCK SHALL BELAYED INA RUNNING BOND
SIDE OF CONTROL JOINTS, PATTERN WITH VER77CAL CONUNUITYOF THE MIS UNO.
ENDS OF WALLS AND @ WALL
HOSHT CHANGES 6. ALL BLOCK CELLS CONTAINING VERTICIL REBAR SHALL BE SOLID
GROUTED.
Z USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
.9r DOWEL .@ CENTER OF CEMENT TO 112 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
CMU.
SEE CHART
04 HORZ. COM.
5' TO DAYLIGHT
SEE CHART FOR REQUIRED REBARR
AND FOOTING DIMENSIONS.
CITY OF LA QUINTA
BUILDING &APP"MOI
SAFETY T.
TY DEP
ED
FOR CONSTRUCTION
DATE' - BY �'
MIN. FOOTING DEPTH FOR S' TO DAYLIGHT
SLOPE WALL @ I WALL@ WALL @
70P 1 FI'. SETTIAIX 2 FT. SE734a
2 TO 1 I 2'6" I 2'0*
3TO1 2'-0°
25/6"M711G:QFAR
OAElV RI�Yjl1IL2Ep r
6616 SLLlMP� UE
QRco WIDE CELL SLUT
0
OF, CAL
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART
CEMENT TO 3 PARTS SAND (GROUT MAYCONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SI1f ISS'UFFICTENT TO ALLOW GOOD GROUT
ROW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREG477ON OF THE CONSIT UEMS
9. BLOCK STEM MAYBEWET-SETT-1/2"INTO THE F0077NG WHILE
THE CONCRETEIS PLASTIC BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENC7N TYPE FOOTING
10. FOOTING MUST BEPOURED ON OR INTO UNDISTURBED
2
NATURAL SOIL OR ON COMPACTED FILL WMA MINIMUM
1 MAIC
COMPACTION OF 90%.
11. CROW TO ED RE
READY OR CO AND ALL REQ UIRED EEL IS 7 IN
RFADYFOR CONORE7EAND ALL REQUIRED SIFEL IS TI®IN PLA CE
SECOND BVSFEC71ON TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT,
12. MAXIMUM CONTROL JOINT SPACING.40'01C 20'01C FOR
WALLS TO BE MORTAR WASHED OR snAXO COATED,
MIN. FOOTING DEPTH FOR S' TO DAYLIGHT
SLOPE WALL @ I WALL@ WALL @
70P 1 FI'. SETTIAIX 2 FT. SE734a
2 TO 1 I 2'6" I 2'0*
3TO1 2'-0°
25/6"M711G:QFAR
OAElV RI�Yjl1IL2Ep r
6616 SLLlMP� UE
QRco WIDE CELL SLUT
0
OF, CAL
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX. VDESIGN
TRENCH
WALL
FOOTINGLu
'X' DOWEL
'Y' BAR
SPEED
HEIGHT DEPTH
#4@ 48" 0/C
#4 @ 48° 0/C
6�-0�
ID+2'-O"
U U
46' 0/C FOR 6'
4B' 0/C FOR 6'
LL1
SLUMP BLOCK
SLUMP BLOCK
►n x
-
#4@ 48" 0/C
#4 @ 48" 0/C
6
(D+2'-0"
QQ
40' 0/C FOR 6'
40' 0/C FOR 6"
Z
w
SLUMP BLOCK
SLUMP BLOCK
W
(L�
32" 0/C FOR 6'
32' 0/C FOR 6"
(n
SLUMP BLOCK
SLUMP BLOCK
U-co )
�
#4@ 32" 0/C D+2' -O"
NOTE' FOR 18" LONG BLOCK USE 9"INCREMENT REBAR SPAQNG THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE:
2'-6"
48" O/CSPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOC(- ETC.
24' 0/C FOR 6"
24' 0/C FOR 6"
e4D0Wa V E4ONSWE�
._.
. �.
BL=O f W1 *4 DROP-AW AVFOR
'
..
N /OtZ m1Y(.I �K1R�f�•
- IROYIDPXIO.IWMOMWL�YJ•
'OFM/11011.N7.
O V..
9
87rB'BLDCX-OUf
. o
V "•O V
;�.
W". fu077NG
. -
FOR STDEYARD RETI/RN WAf1SWHHtE
:Y
.
NMR GPI. •JOncw•IRW.G!'JI'
mxLv xamM ANramAmr
sm
DRAINAGESWAtEXafflfSA40BLOOC
�aMn"smog
'
MAYL&T OL?® SWALEGRADE. PROVIDE
!-b'
04 DOWM AND 04 DROP0 BAR ON 640/
SIDE Of THE 1/2 A= OWN -AS
SHOWN.
FOOTING STEP DETAIL
,y o
m
W,. .:
N
CITY OF LA QUINTA
C319
ExP.12-31.2011
lF PF : C A�
�
#4@ 32" 0/C D+2' -O"
#4 @ 32" 0/C
8''O"
2'-6"
I
24' 0/C FOR 6"
24' 0/C FOR 6"
SLUMP BLOCK
SLUMP BLOCK
SITE REQUIREMENTS
INTERIOR LOT
SIDEYARD: 5 FEET
bHNEMUM EACH SIDE
FKONTYARD:
20 FEET
RF-ARYARD. .10 FEET
AREA TO 'BE
LANDSCAPED
PpopEPTy
LINES
CURBLME