13-1626 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-00001626
Property Address:
53630 AVENIDA VILLA,
APN:
774-134-007-18 -000000-
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
1000
TAtyl 4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Architect or Engineer:
-----------------
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 Professionals Code, and my License is in full force and effect.
License Class:A BLicense No.: 926128
Date: 13 Contractor ' Ar1 L v r+ �n.,t7 (1,
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason ISec. 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 1$500).:
1 _ 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
inipruvements 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ISec.
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 contractorls) licensed
pursuant to the Contractors' State License Law.).
(_7 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
/7_-
VOICE (760) 777-7012
-�- FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
FOREMOST HOME
70600 COUNTRY CLUB
LA QUINTA,,CA 92253
(760)000-0000
Date: 12/17/13
Contractor:
DANTOR MARTINEZ CONST
81057 AVENIDA ROMERO-
INDIO, CA 92201
(760)702-6209
Lic. No.: 926128
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.
/Ihave 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 WESTCO INS CO Policy Number QWCA1970514
1 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
3700 of the Labor Code, I shall forthwith comply with those provis
Date: 12—/ } Applicant: A r P yip r L
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 bove informati is correct. I ree to comply th all
city and county ordinances and state laws relating to ildi construction, nd hereby au orize representati
of this county to enters upon the above-mentioned pro rty f inspection p d uses.
Date:/?—'/ � , signature (Applicant or Agent):
j.
- Application Number 13-00001626
J Permit . . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee 47.19 Plan Check Fee
.00
Issue Date Valuation
1000
Expiration Date 6/15/14
Qty Unit Charge, Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
----------------------------------------------------------------------------
Special Notes and Comments
BLOCK WALL - 5' BLOCK WALL/SCREEN FOR
PROPANE TANK [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)
Other-Fees
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 Quin' to
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7C 12
Building Permit Application and Tracking Sheet
Permit #
Project Address: S-36 3 d Ove k4 a.0. v' 1. t' q •
Owner's Name:
A. P. Number: ..
Address:7 O 6 00
Legal Description:
City, ST, Zip:
Contractor: AO k4v v !a ✓ �c. s L .
Telephone:
Address: g)? 16 S— f} Ve �'(_.c G N4,
Project Description:
City, ST, Zip: O
COQ hp ia Al z1t S C%
Telephone:
State Lic. # : % Z % Z 9,
City Lic. #:
A a14
Arch., Engr., Designer:
ID C e
Address:
A-/& _
City., ST, Zip:
�Cr-e e GtJVL
Telephone:
;?<>>:;; ;;:< i .<:::?:< <><i::<.<?:::
•:tj<:;�:fi{r�•'l..F.v.hiiiiC.>Q:i:':.; ::. •. n4:: iyi:
" "^``~'' `""' '' ±'
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact'Person:
Sq. Ft.:
# Stories:
#Units:
Telephone #,of Contact Person:
Estimated Value of Project: ��
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES.
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Comtructiion
Flood plain plan
Plans resubmitted
Mecanical
Grading plan
god Review, ready for corrections/issue
Elec°.rival
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Gracing
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
•
LOT '19 EXISTING BUILDING
4 TC(998.68) �� PROP. EXIST SCREEN WALL .
FL(998 19) ar S -HIGH P`
EXIST PL FENCE Q S
� f' _ -- - - ._ - _ --- -- _ _ - �„-i�r:S89'S6:539N_ 44:93::_ :._� _ _ _--�:rfi- rt?-•.�
TC(998 b21 I �T :1 t c _ - - .. gig . w „r;?
. falx �J4 cy �{ 999-- _ ��3 � fL999.50 _15.1 T• .
be
DEEPEN FOOTING
DEEPENFOOTINGg
:I
NT
DEEPEN FOOTING 0 S . ,
,Fxlsr I =
0.2 LOT 18 PER MB 20RV
/25
% o PROP �,... i. 1. ALL WORK SHALL BE DC
;n MAI R i _ _ _ STANDARD PLANS OF THE
tP� APN.774 134 007 7
1 I TREE'- _ $_ STANDARD SPECIFICATIONS
EXIST SEWER t } •: EXi51 R W i.i 3 �.t 1 7 51 FS1001.63
< .+{ •cer ;pt!; F51 0.7ir ./1rT� oo PAD=1001.00'.. S I EXIST SCREEN WALL.
IATERAI •., v`9t. ' ;R'..'•11.' •',''%,.' .%.
2. RADING SHALL BE IN
REQUIREMENTS OF THE
ll
- 59948iFF-1001.6'7 E
crit
x m i XIST 'P L --�
OR7VM HT SS---7-_j
S ;fsioo1.73 K -_jr SPO( 4.00' X ( 9
fTl
T� L7{�mi
4.4 f51 5' : 9.. 1 2�
- . o
.a• � 6 7 X
FS1000.62 j • Z5.12'LEG ND FG1001.00
Co
EXIST. CONTOUR ' �p I
C� s
20.53• hrC�iis/°` I
PROP..CONCRETE
EXIST. AC PAVEMENT •,. ;. �c(ia0o l.�x - - s99 _ _
f 894,75,%j ����D. /O- i — �ACK�NE TrP)_�r=a1 NOTE
11.42' • ._ _ 1— ROP $WALE �q. r: B:i• <{{� -
�jYtr;. EXIST. TREE n•.•:.,i:. q.� FG1Do1.0 h > :...P, DQ9p i
,—,— <h{s. ___•�s- ,% —�.--� DRIVEWAY- AF.
z ,N89 3.35'E
A SEPARATE
EXIST. POWER POLE TC(r0�Dj �l
i = �E 1STVEXIST
FROM CITYPROP ^' PROP. SCREEN WALL
EXIST. SIGN - 6atin tst ;`;j t:i'. %CALIPER `'r'' '" JJ
''' RA1L""ROAD TIES 6HIGH WORKS DEPS
_�--.--- EXIST SCREEN WALL i *TCIT,000�2 ' ('I TREE FENCE LOT 17 EXISTIN BUILDING
��{1t9;, f.j ?
EXIST. TELEPHONE STRUCTURE.
EXIST.IRRIGATION CONTROL VALVE a 1
wu� EXIST. WATER METER
PROP. 6'HIGH FENCE
`] • EXIST. MAIL BOX
v
BUILDING
ORTH
LINE
PAD
J ' S ALE I'-10'
o M X.
'�d3® kOhNSV';
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL RAT CAP
DESIGNOQITETIlA: PER 7HE1010 0C
1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 FCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL: GRADE 60.
S. 1500 PSI MASONRYCOMPRESSlON STRENGTH - NO SPCY.
INSPECTION
6816, 6616, OR 6618 CMU
GROUTED ONLY p VERT
NOTES,
STEEL
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C90. WEDGELOCK
BLOCK, SLUMP BLOCK AND SPLIIFACEBLOCKAREACLEPTABLE.
'Y' DROP-IN BAR
Z CONCRETE FOR F0077NGSHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/1 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER S4CC PORTLAND CENDUSHALL CONFORM
TO ASTMC150TYPE ITIV FC=2500 PSI
#6 STD JOINT
REINFORCEMENT @ 24'01c
3• REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7'
ASTMA 615 GRADE 60. PROVIDE 48 LIAR DIAMETER LAP.
. USE #5 SID.
FOR SWtV
SLUMP BLOCK
4. RL:BAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHrrI, LOCATED.
NOTE PROVIDE 04 DOWEL 8
04 DROP-IN LIAR AT EACH
S. CONCRETE BLOCKSHALL BELAYED INA RUNNING BOND
SIDE OF CONTROL JOINTS,
PATTERN WITH VERTICAL CONTINUILYOFTHE all S UNO,
ENDS OF WALLS AND p WALL
HEIGHT C H4NGES
6, ALL BLOCKCELLS CONTAINING VERTICAL RE34R SHALL BE SOLID
GROUTED,
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 170 PART
9K`DOWEL.6) CENTER OF
,64U.
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8, GROUT FOR CONCRETE BLOCK PER ASTM C476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAYCON TAIN2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SI2EIS SUFFICIENT TO ALLOW GOOD GROUT
ROW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREG477ON OF THE CONSI TUENT5
SETRA SEE CHART 9. BLOCKSTEM MAYBE WET -SET 1-1/Y INrO 7NEFOO77NG WHILE
THE CONCRETE IS PL 45WC BLOCKSTEM MAYBE PLACED TO
v ETWER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BEPOURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
.1 1 1-1 7 1 1 MAX.
COMPAC77DN OF 90%.
11, FIRST INSPECTION TO BEAFTER M077NG TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS 77ED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND THEBLOCK WALL LS READY TD GROUT.
#4 HORZ CONT. 12• MAXIMUM CONTROL JOINT SPACING.40'0/C 20'0/C FOR
WALES TO BE MORTAR WASHED OR STUCCO COATED.
S' TO DAYLIGHT
MIN, FOOTING DEPTH FOR Y TO DAYLIGIf
8n
CONT
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
WALL 0 WALL 0 WALL V
SLOPE RTP 1FT.SET64a 2FT. SETR4CX
1 TO 26 2-0"
3T01 2'0'
2$/8`MIN, C L64R
OAiN RMMM T
O
t
rn
~ 131925 Cn .�
\s• ., v
F. O F C A %I-
•1,
t,
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D
DESIGN
WALL
TRENCH
FOOTING
X' DOWEL
Y' BAR
SPEED
HEIGHT
DEPTH
6'-0"
20-0"
#4® 48" 0/C ID+2'-0"
#4 @ 48" 0/C
U U
48.0/C FOR 6'
46 0/C FOR 6'
W
SLU MP BLOCK
SLJMP BLOCK
(r7 C:
LL1
6'-8"
2'-2"
#4@ 48" O/C ID+2'-O'
#4 @ 48" 0/C
0
40' 0/C FOR 6'
40 0/C FOR 6"
Z (1J
SLUMP BLOCK
SLJMP BLOCK
Lu
CL
CL Ln
7'-4"
2'-4"
#4@ 40" O/C jD+2'-0"
#4 @ 40" 0/C
CL
N
O/C FOR 6'
SLUMP BLOCK
32' 0/C FOR 6'
SLJMP BLOCK
U-) D
#4@ 32" 0/C I D+2'-0"
24' 0/C FOR 6'
24. O/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
iry i c: rv/c la - Lvrvo VLMK USt 9" INGREMENT REfM SPACING THAT
IS CYOSER TOGETHER THAN TME 16" LONG BLOCKSPACING. FOR iYAMPLE:
48" 0/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" 0/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK- ETC.
/VR S70EYARD RETURN WALL4WH67E
DRA/NAGESWALEOCWRES A 42 AM
MAYL&TOUT ®SWALEMDE PROVIDE
04 DOWB AND 04 DROP-IN BAR ON E40Y
S/DEOF THEW &=DRAIN -AS
SHOWN.
L P E401 RDE OF
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