13-1468 (BLCK)P.O. BOX' 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-00001468
Property Address:
53630 AVENIDA CARRANZA
APN:
774-121-007-18 -000000-
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
. 1375
Tiht 4�
VOICE (760) 777-7012
FAX (760) 777-7011
BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 11/20/13
Owner:
RW REAL ESTATE, INC.
72605 HIGHWAY 111, #B2
PALM DESERT, CA 92260
(760)619-7611
Applicant: Architect or Engineer:
eg,644 .-1- / -
-----------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that 1 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.
License Class: B License No.: 926190
Date: 1_> Contractor 10 °'-�,
OWNER -BUILDER DECLARATION
1 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
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, 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 1 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: PJ
Lender's Address:
LQPERMIT
Contractor:JkNOV
G
HUITRON CONSTRUCTION
50427 RIGO COURT
COACHELLA, CA 92236 o ����
(760)398-3227
Lic. No.: 926190
------------------
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.
�"�' 1 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 STATE FUND Policy Number 0013718-2012
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
37100 of the Labor de, I� forthwith omp with tho/see provisions.
Date: r �O-1 Applicant: -I tJ vo -
WARNING: FAILURE TO SECURE WORKERS' 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 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 construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property for i spection purpo S.
Date: —zc, Signature (Applicant or Agent): Q" r,,,
Application Number . . . . . 13-00001468
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 47.19 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 1375
Expiration Date 5/19/14-
/19/14Qty
QtyUnit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
----------------------------------------------------------------------------
Special Notes and Comments
25LF OF 5' GARDEN WALL AT DRIVEWAY IN
.FRONT YARD [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
.
Bin. #
City of. La Quinta
Buifdmg ar Safe0 DWon .
Pem#it # P.O. Box 1504,78-495 Calle Tampico
4.Quinta, CA 92253 -:(760) 777-7012
�SI
t 1"1�V Building Permit Applicadon'and Tracking Sheet
ProjectAdd m. 55 634� � m Zsz� Owner's Name:. ,
A. P. Number. Address: Y \ L l
j
Legal Description: City, ST, Zip:
i
Contractor. L'� (� r v �, Telephone: `Q b
Address: l �. Projeq Description:
Cth'' sT' 2*-
Telephone
State Lia # : City Lic. #;
Arch., Engr., Designer.
i
Address:
Cih!, ST, Zip:
Telephone: Construction Type:. Occupancy:
i
State Lia M Project type (circle one): Add'n Alter Repair Demo
i
Name of Con=Person -q04—,,P0 s) Sq. FL: # Stories: # Unitx
Telephone # of Contact Person: lk 57 fo fp Estimated Value of Project:T51O c7
i
APPLICANT: DO NOT WRITE BELOW THIS LINE
# Submittal Req'd Recd TRA4'ICiTIG PERMIT FEES'
Plan Sets Plan Check submitted Item Amount
Structural Calks Reviewed, ready for corrections Pian Check Deposit. .
Truss Calec. Called Contact Person Pfau (]neck Balance •
TIHe24 Calks. Pians picked up Constractloa
cod _.--
_
Giading plan
2" Review, ready for correkxionstissue
Electrical
Subcoutaetor Inst
Called CoatactPerson
Plumbing
Grant Deed
Plans picked up
ML
H.O.A. Approval
Plans resubmitted
Grading
IN IIOl1SE:-
"` Reviervj ready for eorreeBoas/Lssue
Developer Impact Fee
Planning Approval.
Called contact Person
A -LPX -
Pub. Wks. Appr
Date of permit issue
School Fees '
Total Permit Fees
ORCO STANDARD 6' TO 8' CMU SITE WALLS
=::a-- OPTIONAL FLAT GAP DESIGN O UTERIA: PER 7NE2010 LBC
1. ALLOWABLESOIL BEARING PRESSURE =1500 PSF
2. ALLOWABLE LATERAL PASSIVEPRESSURE =150 PO
3. GROUT STRENGTH - 20100 PSI @ 26 DAYS
4. REINFORCING STEEL : GRADE 60.
5.1500 PSI MASONRYCONFRESSION STRENGTH - NO SPO.
INSPE TTON
6816, 6616, OR 6618 CMU
GROUTED ONLY@ VERT
STEEL
EQUU
LEVEL GRADE BOTH SIDES
N ° #4 HORZ COM.
LI
WCONT F0077NG
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
NOTES:
1. CONLRETEBLOCKSMU CONFORM7UAS7MC90. WEDGELOCK
BLOO4 SLUMP BLOCKAND SPLTIFACEBLOGCAREAQCElwTABLE.
1. CONCRETE FOR F0077NG SHALL BES PART GEMENT TO 2-111
PARTS SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OFI-1/1
GALLONS OF WATER PER SACC FOR TIAND CEMENT SHALL CONFORM
727 ASTM C 150 TYPE ITIV. Ft =1500 PSI
3. RUNFORaw STEEL SHALL BE DEFORMED AND CONFORM TO
ASTMA 615 GRADE W. PROVIDE 48 11A DIAMETER LAP.
4. RE34R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHIT IS LOCATED.
5, CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
PATTERN WITH VER77CAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL RLBAR SHALL BE SOLID
GROUTEDD,
7. USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART
CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSESAND.
8. CLOUT FOR CONCRETE SLOCKPER ASTM C476 TO BE 1 PART
CEMENT 70 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318-
P54 GRAVEL IF WEATHER CONDMONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZEISSuMaENT TO ALLOW GOOD GROUT
FLOW), WATER SHALL BEADDED TO PRODUCE GOOD GROUT ROW
ffrHOUTSEGREG4770N O THE CONST T UENTS.
9. BLOCKSTEM MAYBE WET -SET 1-11PINT O THE FOO77NG WHILE
THE CONCRETE IS PULS77C. BLOCK STEM MAYBE PLACED 70
ETWER EDGE OF THE TRENCH TYPE FOOTING.
10, F0077NGMUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPAC77ON 09OW
11. ARST INSPECTION TO BEAnER F007M TRENCHESARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND WE BLOCK WALL 15 READY TO GROUT.
11. MAXIMUM CONTROL JOINT SPACING: 40'01C 20'01C FOR
WALLS TO BE MORTAR WASHED OR S CCO COATED.
2SIO'MIN.CLEAR CIL
OPBV REQUIRED 70 USE
6616 SLUMPED Ow..
0
OROO WIDE CELL SLUMP
QOFESSION\
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4^ DROP-IN BAR
a
#6 STD JOINT
REINFORCEMENT @ 14" 01C
2
(3 PLACES - 4 PLACES FOR 7
& 8' WALLS). USE #5 STD.
FOR SLUMP BLOCK
tu
NOTE., PROVIDE #4 DOWEL &
*4 DROP-lN BAR AT F,4af
SIDE OF OL JOINTS,
ENDS OF WALLS AND @ WALL
O
HEIGHT CHANGES
pp�
4�
e
Q
'o
DC'DOWEL @ CENTER OF
' C7u.
EQUU
LEVEL GRADE BOTH SIDES
N ° #4 HORZ COM.
LI
WCONT F0077NG
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
NOTES:
1. CONLRETEBLOCKSMU CONFORM7UAS7MC90. WEDGELOCK
BLOO4 SLUMP BLOCKAND SPLTIFACEBLOGCAREAQCElwTABLE.
1. CONCRETE FOR F0077NG SHALL BES PART GEMENT TO 2-111
PARTS SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OFI-1/1
GALLONS OF WATER PER SACC FOR TIAND CEMENT SHALL CONFORM
727 ASTM C 150 TYPE ITIV. Ft =1500 PSI
3. RUNFORaw STEEL SHALL BE DEFORMED AND CONFORM TO
ASTMA 615 GRADE W. PROVIDE 48 11A DIAMETER LAP.
4. RE34R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHIT IS LOCATED.
5, CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
PATTERN WITH VER77CAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL RLBAR SHALL BE SOLID
GROUTEDD,
7. USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART
CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSESAND.
8. CLOUT FOR CONCRETE SLOCKPER ASTM C476 TO BE 1 PART
CEMENT 70 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318-
P54 GRAVEL IF WEATHER CONDMONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZEISSuMaENT TO ALLOW GOOD GROUT
FLOW), WATER SHALL BEADDED TO PRODUCE GOOD GROUT ROW
ffrHOUTSEGREG4770N O THE CONST T UENTS.
9. BLOCKSTEM MAYBE WET -SET 1-11PINT O THE FOO77NG WHILE
THE CONCRETE IS PULS77C. BLOCK STEM MAYBE PLACED 70
ETWER EDGE OF THE TRENCH TYPE FOOTING.
10, F0077NGMUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPAC77ON 09OW
11. ARST INSPECTION TO BEAnER F007M TRENCHESARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND WE BLOCK WALL 15 READY TO GROUT.
11. MAXIMUM CONTROL JOINT SPACING: 40'01C 20'01C FOR
WALLS TO BE MORTAR WASHED OR S CCO COATED.
2SIO'MIN.CLEAR CIL
OPBV REQUIRED 70 USE
6616 SLUMPED Ow..
0
OROO WIDE CELL SLUMP
QOFESSION\
~ C51925 a
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sqT �/V1V ���
OF CAI�F�
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
WIDTH
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
6'-0''
I'a
48' 0/C FOR 6'
48' 0/C FOR 6'
W
Nxuma..xmrCL&AR ex
SLUMP BLOtK.
—�
SLUMP BLOCK.
:n Qr
Np[INt ;u
SOL
►� X
W
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
6 -8"
f
1'-"
1.1
40' 0/C FOR 6'
40' 0/C FOR 6'
Z
LLJW
SLUMP BLOCK. " D.
SLUMP BLOCK.
1n
2 N
#4 @ 40" 0/C 33°
#4 IC 0/C
Q.
7��-4"
2'�-1"
32' 0/C FOR 6'
32' 0/C FOROR 6'
�
X N
SLUMP BLOCK. 10„ 101,
_-�
SLUMP BLOCK.
Lo
o°
#4 @ 32" 0/C- 33"
#4 @ 32° 0/C
8�'0"
2!-4"
24' 0/C FOR 6'
24' 0/C FOR 6'
.1
1
SLUMP BLOCK. I2" 12"
--
SLUMP BLOCK,
NOTE. • FOR 18" LONG BLOCK USE 9"INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE.
48" OICSPACING FOR 16" LONG BLOCK REVERTS TO 45" OIC FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES 7.0 36" 0/C FOR 18- BLOCK - ETC.
'eiaeivn �,:3m�.oF — mvnoc>Qor,
BIOp[OIR W/j4DVROAII?MR.
-'"—"-
. eiaa x"u wiRtamemc
nnoAz m+r. • maupmim•
�amcx� wnwNacwr
. asunnrrsm
POOTTNG
MR SIDEYARD RETURN WALLS K?(W
DRAINAGE SWALE OOa9Z i, A ]/Z SLOO(
MAYLEFTOUT@SWALEGRADE PROVIDE
*4 DOWEL AND 04 DROP-IN MR ON EACH
SIDE OF THE Lj2 ALOOCDRAIN - AS
SHOWN.
CITY OF L4 QUINTA
F007ING STEP DETAIL
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Exp. 12-31-2014
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OO.
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4.74
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F007ING STEP DETAIL
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CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
ATE
LBY
0
0
5T-1 630
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