13-1086 (BLCK)T •
4
P.O. BOX 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 8/29/13
Application Number: 13-00001086 Owner:
Property Address: 54620 AVENIDA CARRANZA TOWERY KERNEY L
APN: 774-275-006-19 -000000-
Property Zoning: COVE RESIDENTIAL
Application valuation: 6000
Contractor: U
Applicant: Architect or Engineer: CORONEL ENTERPRISES
42760 MADIO STREET AUC, rD 2013
INDIO, CA 92201
(760) 775-1234 Ci1Y®iA(�UEPIYA
Lic . No.: 727199 FINANCE DEPT
)
LICENSED CONTRACTOR'S RATION
I hereby affirm under penalty of erj that am license u der provi ions o Chapter 9 (commencing with
Section 7000) of Division 3 of th Bus ess d Profess cense(
Code, d my icense is in full force and effect.
License Class: B License N 7 7199
Date: 'R�d-`t-kid Contractor:
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 (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).:
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 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 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
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
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 9033452-2012
I certify that, in the p formance of the work for ich this per s iss d, I shall not employ any
person m any ma ne so as tof�ecome subje to the worker ' compen ation laws of California,
and agree that, if sh uld bec the subject to thejworkers' c mpensati n provisions of Section
3700 of the Labo Co e, I sha forthwith co ply with thos provisi s.
-bate:-off ( -p( Applicant:
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 1$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 f 80 days will subject
permit to cancellation.
I certify that I have read this application and stIro
ab ve inform ion is correct I agree comply with all
city and county ordinances and state Taws relang co�55tructi n, and hereby uthori representatives
of this county to enter up n the above-mentionfo inspection urposes.VDate: • % ignature (Applicant or A
Application Number 13-00001086
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 108.68 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
6000
Expiration Date 2/25/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
1.00 47.1900 LS MI RET WALL <=12', 1ST 100'
47.19
1.00 14.3000 EA MI RET WALL <=12', ADDL 50'
14.30
----------------------------------------------- ----------------------------
Special Notes and Comments
BLOCK WALL - INSTALL 150 L.F. OF COMBO 2
FT. RETAINING WITH 6 FT. GARDEN WALL AND
100 L.F. OF 6 FT. HIGH GARDEN WALL
WITHIN PROPERTY LINES, PER APPROVED
ATTACHED PLANS & ORCO BLOCK WALL DETAIL.
2010 CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other'Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
120.12•
Fee summary Charged Paid Credited
---------------------------------=------
Due
-----------------
Permit Fee Total 108.68 .00 .00
108.68
Plan Check Total .00 .00 .00
.00
Other Fee Total 121.12 .00 .00
121.12
Grand Total 229.80 .00 .00
229:80
LQPERMIT
ORCO STANDARD 6' TO 8' CMU SITE WALLS
I
OPTIONAL FLAT GAP
DESIGN ORRBUA: PER THE 2010 COC
1. ALLOWABLE SOIL BEARING PRESSURE =15W PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
3. GROUT STR8ffi7H = 2000 PSI 0 28 DAYS
4. REINFORCING STEEL : GRADE 60L
S. 1.500 PSI MASONRY COMPRESSION STRENGTH - NO SPCL.
INSPECTION
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
NOTES.
STEEL
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. WEDGELOCK
BLOCK SLUMP BLOCK AND SPLIIFACF BLOOCAREACCEPTABLE.
Y' DROP-IN BAR
Z COAC WTEFOR F007MSHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WA723R PERS4CC PORTLAND CPMEh7`SN4U CONFORM
TO ASTM C IAT TYPEZW Ft = 2500 PST
#6 STD JOINT
REINFORCEMENT @ 24" 0/C
3. REINFORCING STEL SHAD. BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7
A5774A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
. USE A5 STD.
FOR
FSLUMP
SLUMP BLOCK
BE
4. RLB4R SHALL CENTERED IN THE CONCRETE BLOCK CELL IN
W ICH 1T L4 LOCA7ZED
NOTE PROVIDE f4 DOWEL EA
04 DROP -/N B4R AT E4CH
S. CONCRETE BLOCK SHALL BE LAYER INA RUNNING BOND
SIDE OF CONTROL JOINS,
PATTERN WITH VER77C U CONTINUITY OF THE CELLS UNO.
8VDS OF WALLS AND ® WALL
HEIGHT CHANGES
6. ALL BLOCK MIS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUT®.
Z USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
7r' DOWEL (41 CENTER OF
CEMENT TO 112 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
CTNU.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 1 PARTS 3/8"
PEA GRAVEL !F WEATHER CONDITIONSAREFAVORABLEAND BLOCK
UNOBSTRUCTED CEL SEE IS SUFFICIENT TO ALLOW GOOD GROUT
ROW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATICNV OF THECONSITUENrS.
SEE CHART
9. 'BLOCK STEM MAY BE WET -SET I-1/2- INTO THE FOOTING WHILE
�I(
THE CONCRETE' LS PLASTIC: BLOCK STEM MAY EE' PLACED TO
EMS? EDGE OF THE 7RIA04TYPEFOOTING.
RIOTING MUST BE PI?URED ON OR WTO UNDISTURBED
III
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
-10.
—III 1 MAX.
COMPACTION OF 90%.
11. FIRST INSPEC77ON TO BE AFTER FW771VG TRENClESARE
READY FOR CONCRETE AND ALL REQUIRED S M IS TIED IN PLACE
SECOND DNSVC77ON TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND THEBLOOCWALL 15 READY TO GROUT.
94 HORZ. CONT.
12. MAXIMUM CONTROL JOINT SPACING: 40' 0/C: 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
S' 727 DAYLIGHT
u MIN. FOOTING DEPTH FOR Y TO DAYLIGHT
8" SLOPE WALL 0 WALL 0 WALL V
COnrr 70P I Fr...SET64CC 2FT. SETR40r
2 701 26' 2'0*
SEE CHART FOR REQUIRED REW 3 TO 1 1-0' — —
AND ADOTTNG DIMENSIONS.
CITY OF LA QUINTA
BUIL/�DING &SAFETY DEPT.
ArINP ,OVED
FOR CONSTRUCTION
OPEN REQLVM TO USE
6616 SLUMPS CMU.
C=
ORCO WIDE CELL SLUMP
w m
~ C31925 N A
* EXP. 12-31-2014
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CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D
DESIGN
WALL
TRENCH
FOOTING
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
DEPTH
#4@ 48" 0/C
#4 @ 48" O/C
6'-0"
2'-0'
ID+2'-O"
U U
48. 0/C FOR 6•
40" 0/C FOR 6'
LIJ
SLUMP BLOCK
SLUMP BLOCK
U)
W6'-8"
#4@ 48" 0/C
#4 @ 48" 0/C
2-2"
ID+2'-O"
Q
40' O/C FOR 6'
40' O/C FOR 6"
Q
Z W
SLUMP BLOCK
SLUMP BLOCK
�w
(L
#4@ 40" 0/C D+2'-0"
32' 0/C FOR 6"
32' 0/C FOR 6"
SLUMP BLOCK
SLUMP BLOCK
Ufl
°O
#4@ 32" 0/C I D+2'-0"
#4 @ 32" 0/C
81-0"
2'-6"
24' 0/C FOR 6" 1
24' 0/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
NOTE-• FOR 18" LONG BLOCK USE 9" INCREMENT REEM SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACINGG, FOR EXAMPLE:
48.0/C SPACING FOR 16" LONG BLOCX REVERTS TO 45" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" 0/C FOR 18" BLOCK - ETC
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QQAINAGESWAU: OCa4RM AW &=
NAYL&TO!/T®SWALEGRADE PROVIDE WOW=rtLL r•0•
44 DOM AND AN ORQ4/N BAR ON FAOY
SKYE OF THE 14 A=OR"N - AS
s"0N"I FOOTING STEP DETAIL
�o `,Wolre s s 10,V4 < oHa`
A,�Q
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CITY OF" QUINTA C31025* Exr.12-31-204 ,k
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ORCO 6' HIGH WALL W/ 2'-0" TO 4'-0" RETAINING
OP7OW RAT 6W � FOR 85 MPH WIND 3 SEC. GUST @v EXP C
4
b
ARCO 6816 CXR 6616 CMU
GROUTED ONLY* VETT S M
�l
DMTrW OVTERLO: PER 1010 CSC
1. SOR XAMC M=W a 1600 RSF+ W SOL faR WIND 0
SaWwC LiZ(OVALETNT FLU{p RTissr{RE a 4lS PSf TAME
161Mt4-1
2 Aa0WA&E LAnP01 A4S9 W FIRf551W - I.SD F9:
3. amff sTRETGTTI - XW PSI @ a NK
4. WNFORC M STM: GRAVE ft
5 SEISKC- I SEC AO 2,EFATION m 7096.
6. ISM PST MASONRY CONPROMON STRBVG M
'B'
'C' DOWEL
VH VERT DROP-IN BAR i@ 3? DIX
I I
Se
CL
*4052' 01C 153'
L
z.
W
zoAo
IZ.
UJ
U .
aW>�
P-9'
#4152.0/0 14r•
L
LL -
re
..._I U"3
11•
� X►
QLL
LAM
Q'0
z
(L
N/A
t
O
Um
Z CONCRETE FOR FOOTMShALL BE I PART C 9 k (LW TO2-112
c
�,_3.
57'
#4016" 0/C7•
0
ARCO 6816 CXR 6616 CMU
GROUTED ONLY* VETT S M
�l
DMTrW OVTERLO: PER 1010 CSC
1. SOR XAMC M=W a 1600 RSF+ W SOL faR WIND 0
SaWwC LiZ(OVALETNT FLU{p RTissr{RE a 4lS PSf TAME
161Mt4-1
2 Aa0WA&E LAnP01 A4S9 W FIRf551W - I.SD F9:
3. amff sTRETGTTI - XW PSI @ a NK
4. WNFORC M STM: GRAVE ft
5 SEISKC- I SEC AO 2,EFATION m 7096.
6. ISM PST MASONRY CONPROMON STRBVG M
3" MLR TYP.
LY
04 HORZ CONT. ®12' 0/C
TOP AND BOTM14 AS 910WN
'A'
'B'
'C' DOWEL
VH VERT DROP-IN BAR i@ 3? DIX
I I
2'-0'
2'-6'
*4052' 01C 153'
L
PROWDE24' LAP IF/TO 8X16 CMU
N/A
IZ.
SIE3V BELOW.
NOTES:
2'-9'
P-9'
#4152.0/0 14r•
L
#4052.010 27•
1. CONCRE/E SLOOCSMU CONPORM TO ASTM C 90. ORca SID.
11•
06 SID JOINTRE7IVFORCHMEM
A C WON &00(MAY LTE LLQ
3,,4,
#4016'01C
6P 24'WC (3 PLAMS)L
N/A
2.'49'
LLI
6•r
Z CONCRETE FOR FOOTMShALL BE I PART C 9 k (LW TO2-112
4,^0"
�,_3.
57'
#4016" 0/C7•
#4016' 0/C 55,
NOTE.' PROVIDE 94 DOWEL B
PARTS SAND TO 3-112 PARTS GRAVEL WITHA MWMUM OF 1-112
6'
#4DRORINBARATFAO{
CALLOA50FWATER PetS40CPORTLAND CENBVT. WL CONFORM
TO ASTM CJ30 TYPEXV. k e 2500 PSI
SIDE OF CONTROL JOINTS,
ENDS OF WAUSAND @ WALL
3. REWFORONGSR$ SNAIL BE DBVANW AND CONPURN TO
HErOff dOyVGS
A5 74A 615 GRADE6a PROVW 49 BAR AMMETER CAP.
4. REWAR 9AU BEC SVTETtED ON THE CONCRETE&OCXC&l. IN
WH(M Ir6 LOGCTED.
04 HOW CONT. 014' 0/C
S. CONCRETE SLOOC90UL BE LAYER INA RM4W BOND
PATT9TN mm VE9tTICAL COMTNUTTYOF THE CELS (RYA.
6. ALL &DOECai C CONFAWNG VERTTCIL RERV 9CMLL BESOLID
LPAXB4MU LSE NATIVE
GROWE97
84co7u PER SODS &XX
7. USE oePTYAESNDarAR fR0:g9770N® USM AslNC1ra 1
PART CEMENT TO 111 PAR rLIMETo +112 PARTS L14MP, wm
_
SAND.
8. GROUT MR CORMCM &AOC TO BE I PART CEMENT TO 3
PARTS SAND (GROUT MAY CONTAIN 2 PARTS ZV P64 GRAVE. D'
I I—
WEATHER CONDMONS ARE FAVORASLEAND SLOOC UVOBSTRMM
CELL SMLS SUFFR7EA T TOALLOW GOOD GROUT fLOK WATER
SHALL BEAMED M PRODUCE GOOD GtO(MROW WInaff
V DOWEL EDGE OF 8•CMU
SEGRErATTON CTP THE OOAMVBV15 PER ASTM 476.
2' CIA
9. 8L00CS" MY BE WEr--SET I-112' IMO THE fOOTRYG MME
COM. SDR 35 PERF F7PE W/ICF..
WE �M 5 PL4S77C BLOCX S76M MAY BE PEACE) TO
_
1 3/4" GRAVEL WRAPPED W1 MIRAFT
I I i I I I
�� EDGE OF THE 1RHY0l TY1+E FOOTING
14ON MUM FABRIC - SLOPE TO DRAIN.
•
IQ POOLINGL BER7URAC ON on l /RjmM
�I— WAT87PROOF S4C7CS7DEOFREMINDW
OR WrYffro
A Mff
NATURAL SOIL OR ON COMPACTED FILL W1THA MBVMf!✓M
To
•'•+
I
COMPACTION OF 9096.
-
11, RRSTDW EM NN TO8EAFnW FO0TLIG7 UNCHSARE
READYPDR C ONOWMAND ALL AWWRED sma 5 TIED IN RACE
SECOND AWELTTON TO BE WHBV THE MWRED VE R7TTAL S IN
—�
•
RAMP AND THE BLOC(WALL LS READY TO GROVr.
12. M4AOMUM COMM JOTNrSPA CM* 40' OX OR 20-01CIF THE
D'BAR
WAIL LS TO SE STUCCOCOVEM
3" MLR TYP.
LY
04 HORZ CONT. ®12' 0/C
TOP AND BOTM14 AS 910WN
'A'
'B'
'C' DOWEL
'D' BAR
'K'
2'-0'
2'-6'
*4052' 01C 153'
L
#4051' 0/C 24'
N/A
IZ.
6' f —
2'-9'
P-9'
#4152.0/0 14r•
L
#4052.010 27•
N/A
11•
6' �-
3,,4,
#4016'01C
#4016' 01C 50'
N/A
2.'49'
LLI
6•r
4,^0"
�,_3.
57'
#4016" 0/C7•
#4016' 0/C 55,
6,
6'
2 9/8' MD1L QEAR CELL
L
OPEN REOULRED IV USE
6616 SLUMPED CMU.
lc�D=l
FORC01 WIDE CELL SLUMP
CITY OF LA QUINTA
QRpT` sS T OH
4
rn
u _ m
F-031925 N A
* ExP. 12-31-2014
r4r C/V X17
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