14-0910 (BLCK)P.O. BOX 1504 4
u�rcrcv
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Application Number:
14-00000910
Owner:
Property Address:
53330 AVENIDA VALLEJO
AMY KRAMER
APN:
774-083-005-20
-000000-
53330 AVENIDA VALLEJO
Application description:
WALL/FENCE
LA QUINTA, CA 92253
Property Zoning:
COVE RESIDENTIAL
(310) 88
Application valuation:
3000
D
�1Applicant:
Contractor iLA
Architect or Engineer:
JV CONS U TIOWN0Q0!
P.O. BO 3 02
BLUE JA , r QUWITA
( 818) 31 -1179 FINANCE DEPT
Lic. No.:
--"------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under 'ury that I am licensed under provisions of Chapter 9 (commencing with
Section 00) f Divi f n 3 of the B ss angProfessionals Code, and my License is in full force and effect.
Licen glass: License No.: 568102
U
W R -BUILDER DECLARATION
I hereby off m under penaly that I am axe pt from the Contractor's State License Law for the
following reason (Sec. 703ss and Professi ns Code: Any city or county that requires a permit to
construct, alter, improve, d repair any str cture, prior to its issuance, also requires the applicant for the
permit to file a signed statee or she is • ensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (cowith Se on 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt thth sis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit spplicant 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 1, as ownerof the property, am exclusively contractingxwithlicensed 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
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
Date: 6/26/14
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
issued.
_ I 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
i�nnsurance carrier and policy number are:
Carrier EX PT
Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any mann to become subject to the workers' compensation* laws of California,
and agree that, if should b ome subject to the workers' compensation provisions of Section
3700 of the Lab Code, 1 11 forthwith comply with those provisions.
Da �� Applicant:
WARNING: FAILURE TO SECURE W ERS' O NSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMI/GQAL PEN S AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITIdbN T COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CO E, INT EST, 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 ouinta, 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 ate that the!ove information is correct. I agree to comply with all
city and county rdinances and state laws rel ting to buildinstruction, and hereby authorize representatives
of thisco my nt ,�onthea "e-mentio dpropertyi pection purposes.
Date: Sig/nature (Applicant or Agem):
Application Number 14-00000910
Permit . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 47.19 Plan Check Fee
.00.
Issue Date . . . . Valuation . . .
. 3000
Expiration Date 12/17/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
Special Notes and Comments
53LF OF 5' GARDEN WALL AT FRONT YARD
[ORCO SPECIFICATIONS] PER ATTACHED PLAN.
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 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
U�
Submittal
Din #
City of La -Quinta
Building 81' Safety Division
P.O. Box 1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
4 -cc)
'
Project Address: 1!533 30 1—Alkiw Gib
Owner's Name: 0y -;VLaL.
A. P. Number:
Address:
Legal Description:
City, ST, Zip: !w V
Contractor: /
Telephone: ,?/ eq U ecv— 2203
Amount
Address: Q ®x �OV/�L�
Project Description:
City, ST, Zip: /%�v^e�y �'r �317
�•
/L�v7 /5 64
Telephone: itJ rl 4--
:A::::::: >::::>: < rfy- #:'
/.r A<I �-07— P
State Lie. # : /?j �� D 1—
City Lie.. #;N`
Truss Coles.
Arch., Engr., Designer:
Address:
Called Contact Person
City., ST, Zip:
Plan'Check Balance.
Telephone:
s:r<:i::•:>>:.<::
Construction Type: Occupancy
State Lie. #:ProJ'
c circle one e Add'n Alter Repair Demo
ecttyP
Name of Contact Person: ��--L 1
Sq. FL: .30,5,7
#Stories:
# Units:
Tcicphonc # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE 1
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES.
Plan Sets
PIan Check submitted
Item
Amount
Structural Ca1cs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Coles.
Called Contact Person
Plan'Check Balance.
Title 24 Calcs.
'Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2' Review, ready for corrections/issue
Electrical
Subcontacior List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN I10USE:-
s"' Rcyiew, ready for correctionsrissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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ORCO STANDARD 6' TO 8' CMU SITE WALLS
0— OPTIONAL FLAT C4P
DESIGN ourERIA: PFR THE 2010 C8C
1. ALLOWABLESOIL BEARING PRESSURE = 15010 PSF
1. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUTS7RENGTH = 2000. PSI @ 28 DAYS.
4. RUNfORQNG STM :GRADE 60.
: _....., .:
5.1500 PSI MASONRYCIOMPREZ70N STRENGTH - NO spa-
INSPECTION
6816 6616 OR 6618 CONU
— GROUTED ONLY @ VERT NOTES.'.
STEEL
---1: CONOPf7EBL000-SHALL-CONFORM-7VASTMC-9o.-'WEDGEL000--
BLOCX SLUMP BLO(XANDSPLTTFACEBL=AREACaPTABLE.
4^ DROP-IN LIAR Z CONCRETE FOR F0077NG RMLL BE 1;ART CFMENf TO 1-112
PARTS SAND TO 3-112 PAR 7S GRAVEL WITH A MAXIMUM OF 1-112
GALLONS OF WATER PER SAOC PORTLAND CEMENT SHALL QONFORM
#6STV JOINT TO ASTM C 150 TYPEITIV. FC = 2500 PSI
REINFORCEMENT @ 24" O/C 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7 ASM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
& W WALIS). USE #S STD. '
FOR SLUMP BLOCK 4. RE84R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHIT LS LOC47ED. '
5. CONCRETE BLOCK SHAM BE LINED INA RUNNING BOND
NOTE. PROVIDE #4 DOWEL 8 PATTERN WILT{ VERTICAL C ONTINUFTYOF THE CELLS UNO.
#4 DROP-IN 84RAT fA`I
.SIDE OF CONTROL JOINTS, 6.ALLBLOCK CELLS CONTAINING PER TIGIL'RM4RSHALL BESOLID
ENDS OF WALLS AND @ WALL GROUTED.
HEIGHTChANGES
7. USE TYPES MORTAR PROPOR7TONED USINGASTM C270 PART
CEMENT TO 112 PART LIME TO 4-1/1 PARTS DAMP, LOOSESAND.
8. GROUT FOR CVNCRETE BLOCKPERASTM 0476 TO BE 1 PART
CEMFJVT 70 3 PARTS SAND (GROUT MAYCOWAIN 2 PAR7S""
K' DOWEL @ CENTER OF PEA GRAVEL IF.WEATHER CONDIT70NSARE FAVORABLEAND BLOCK
cmu UNOBSTRUCTED CELL S12FIS SUFF-7a M To ALLOW GOOD GROUT
I FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WJ7HOUT SEGREGA77ON OF THE C ONSTIUENTS
lA 9. BLOCKSTEM MAYBE WET -SET I-
1/2"INTO THE fOOTING WHILE
LEVEL GRAD BOTH SIDES THECiONCRETE LS PLASTIC BLOCK STEM MAYBE PLACED 70
EITHER EDGE OF THE TRFNC7i TYPE FOOTING.
_ 10. Fi707INGMUSTBEPOURED ONOR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WI7HA MINIMUM
COMPACTION OF 90%.
#4 HORZCt7NT. 11.. F7RSTIF5PEGTION 70 BEAFTER FOOTING TRFNC HESARE
READY FOR CONCRETEAND ALL'REgffRED STEEL IS TIED IN PLACE
SBMND INSPECTION 70 SEWHEN THE REQUIRED VERTICAL IS IN
PLACEAND 7HEBLOCK WALL IS READY 70 GROUT.
12. MAXIMUM CTJNTROL JOINT SPACING: 40'01C 20' O/C FOR
WAILS TO BEMORTAR WASHED OR S11Axo coAnv,
QjOFESSI� s
,y
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* E%P: 12-31-2014
\�4T CIvOF CALI�
t
CHART FOR 6' TO 8' SITE WALL W/ SPREAD. FOOTING
WIND
MAX.
'W°
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
WIDTH
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
U U
6'-
46' 0/C FOR 6'
48' 0/C FOR 6'
W
SLUMP BLOCK. 8„ 8„
--�
SLUMP BLOCK..
Wp
#4 @ 48" 0/C 3:3"
#4 @ 48" 0/C
Q
6" "
8
40' O/C FOR 6•
40' 0/C FOR 6'
0
Z W
SLUMP BLOCK.. LOQ --.. .101,.
SLUMP BLOCK.
X1.1
d_
S N
#4 @ 40" 0/C 33°
#4 IC 0/C
71'4"
Z'`I°
32' 0/C FOR 6'
S2' OIC FOROR 6'
X N
SLUMP BLOCK. IO" IO"
_-�
SLUMP BLOCK.
0O (D
#4 @ 32" 0/C- 33"
#4 @ 32° 0/C
8'-0"
2 �-4"
24' O/C FOR 6'
24' OIC FOR 6'
SLUMP BLOCK. I2" -- 12"
SLUMP BLOCK,
NOTE: FOR I8" LONG BLOOC USE 9" INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE.•
48" O/C SPACING FOR 16" LONG BLOCKREVERTS TO 45" 0/C FOR
18" LONG BLOCT4 40" FOR 16" BLOCK GOES To 36" O/C FOR 18" BLOCK - ETC
/aR SLDEYARO RErM WAILS MAW
DRAINAGESWAIE OCCVR4 A ]/2 SL=
MAYLEFrOUr@SWALEGRADE PROVIDE
$4 DOWEL AND 04 DROP -Lit BAR ON EWN
SIDE OF THE JR &OIXDRAIN -AS
SHOWN.
CITY OF LA QUINTA
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FOOTING STEP DETAIL
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Exp. 12-31-2014
TF OF CALIFOR.