13-1005 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 13"00001005
Property Address: 525-4-0 AVENIDA JUAREZ
APN: 773-281-003-21 -000000-
Application description: WALL/FENCE
Property Zoning: COVE RESIDENTIAL
Application valuation: 1200
Applicant:
C— 4< 1 ✓
Tihf 4 4 a"
Architectforr Ennggineer:
4—
/ v
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
STOCKDALE
(
Contractor:
CORONEL ENTERPRISES
42760 MADIO STREET
INDIO, CA 92201
(760)775-1234
Lic. No.: 727199
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/12/13
�F auu IS zo» L
CITY OF LA QUINTA
FINANCE DEPT.
-------------------------------------------------------------------------------------------------
LICENSED CONTR OR'S DEC ATI
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of pe 'ury at I a licensed un er pr visions o Chapte 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the sin s an Professions Code, and my 'cense s in full force and effect.
_ I have and will maintain a certificate of consent to self -insure for workers' compensation. as provided
License Class: 13 L cense No.: 72 9
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
Date: -NZ' \ ;Contrac'tor: -
_ 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
OWNER -BUILDER DECLARATION
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier STATE FUND Policy Number 90334 512�iZO12
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
_ I certify that, in [ erforma a of the work for which this pe it is sued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any an r so as o become subje t the work s' co ensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, i I sh uld be ome subject t the workers' c mpen anon provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
3700 of the Labo Co e, I sh II forthwith c mply with those rov Bions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
�;1
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001.:
Date: �`�- C.! Appy Applicant
(_) 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 -
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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.).
APPLICANT ACKNOWLEDGEMENT
1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application.
' property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed
1 . Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.).
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
I—) I am exempt under Sec. , BAP.C. for this reason
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
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
of La Quetta, 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 wor i of commenced
within 180 days from date of issuance of such permit, or cessati f wor for 1 0 days will subject
permit to cancellation.
I certify that I have read this application and state t at th abov information s correct. ogre to comply with all
city and county ordinances and state laws relating t buil 'ng co truction, a d hereby au ori a representatives
of this county to enter upon the above-mentioned pro rt for ins ction pur ses.
Date:.. \a- V Signature (Applicant or Agent):
Application Number . . . . . 13-00001005
Permit . . . . . WALL/FENCE PERMIT 2013 _
Additional desc .
Permit Fee . . . . 47.19 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 1200
Expiration Date 2/08/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
----------------------------------------------------------------------------
Special Notes and Comments
30LF OF 5' GARDEN WALL AT 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
PERMIT ISSUANCE M/P/E
90.57
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 151.63 .00 .00
151.63
Grand Total 198.82 .00 .00
198.82
J
LQPERMIT w
ORCO STANDARD 6' TO 8' CMU SITE WALLS
SEE CHART
I.
04 HORZ. CONT.
B. GROUT MR CONCRETE BLOCX PER ASTM C 476 TO BE 1 PART
Lam---,
CEMENT TO 3 PARTS SAND (GROUT MAYCONTAIN 2 PARTS 3/8'
OPTIONAL FLAT CAP
DESIGN CRITERIA: PER THE 2010 COC
PEA GRAVEL IF WEATHER COND177ONSARE FAVOR48LEAND BLOCK
MIN. FOOTING
UNOBSTRUCTED CEL. SI2EISSUfF GENT TO ALLOW GOOD GROUT
ROW). WATER SHALL BEADDLD TO PRODUCE GOOD GROUT FLOW
WALL 0
1 FT. SETBACK
WITHOUT SEGREGATION OF THE C7NSl T UENT S
1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF
2-0'
THE CONCRETE LS PLASTIC, BLOCK STEM MAYBE PLACED TO
E rrHER EDGE OF 71YE TRENCH TYPE F0077NG
Z ALLOWABLE LATERAL PASSrVE PRESSURE = 150 PCF
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
2
NATURAL SOIL OR DN COMPACTED RLL WITHA MINIMUM
1 MAX
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
11, fMST INSPECTION TO BEAFTER FOOTING TRENQLEESARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS 77ED IN PLACE.
4. REWFORG!NGSTER : GRADE 60.
SECOND INSPECTION TO BEWNENTHE REQUIRED PER ACL IS IN
PLACEAND THE BLOCK WALL E5 READY'To GROUT.
5.1500 PSI MASONRY COMPREWON STRENGTH - NO SPCL,
WALLS TO BE MORTAR WASHED OR STUCCO C014 TED.
INSPECTION
6816, 6616, OR 6618 COU
GROUTED ONLY p VERT NOTES•
STEEL
1. CONCRETE&OCKSHALL CONFORM TO ASTM C.90. WEDGELOCK
BLOCK( SLUMP BLOCCANDSPLTTFACF&OCKAREACEPTABLE
C
'Y'DROP-IN 949
- 2. CONCRETE FOR FOOTINGSHALL 8E 1 PAR TCEMENT 7D 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEZ W17HA MAXIMUM OF I-1/2
GALLONS OF WATER PER SACC PORTLAND CEMENrSHALL CONFORM
TO ASTMCISOTYPE LTIV Fc=2500 PSI
46 STD JOINT
2
~
RL7NFORCEMENT24"O/C 3. RETNFORQNGSTEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7' ASTM A 615 GRADE 60. PROVI!)E48 LIAR DIAMETER LAP
�{
& 8' WALLS). USE 05 STD.
FOR SLUMP BLOCK 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCKCELL IN
WHIC7iITISLOCATED.
NOTE., PROVIDE 04 DOWEL &
y
a
6#4 DROP-IN BAR AT EACH 5. CONCRETE &OCTCSHALL BE LAYID INA RUNNING BOND
SIDEOfC7NTROLJOINTS, PATTERN WITHVERTIGILCOArITNUITYOFTHE CELLS UNO.
Q
ENDS OF WALLS AND ® WALL
HF3GHT CHANGES 6, ALL BLOCK MLS CONTAINING VERTICAL RE84R SHALL BE SOLID
aD
GROUTED.
OO
7. USE TYPE S MORTAR PROPORTIONED USINGA57M C 270 PART
x DOWEL:CA L�VlER OF CEMENT TO 1/2 PARTLIME70 4-1/2 PAR75 DAMP, LOOSE 94NO.
SEE CHART
I.
04 HORZ. CONT.
SEE CHART FOR REQUIRED REBAR 3 TO 1 ; 2'-0'
AND F0077NG DIMENSIONS,
ONE'N =TD EESE
6616,511lMPI� L7NU
ORCd MEU SLUMP
t
WALL 0
2 FT. SE734CK
y 0:
i m
C319Y5 ' A
tt=3i-2014
OF CPL\F
B. GROUT MR CONCRETE BLOCX PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAYCONTAIN 2 PARTS 3/8'
'
PEA GRAVEL IF WEATHER COND177ONSARE FAVOR48LEAND BLOCK
MIN. FOOTING
UNOBSTRUCTED CEL. SI2EISSUfF GENT TO ALLOW GOOD GROUT
ROW). WATER SHALL BEADDLD TO PRODUCE GOOD GROUT FLOW
WALL 0
1 FT. SETBACK
WITHOUT SEGREGATION OF THE C7NSl T UENT S
9. BLOCKSTEM MAYBE WET -SE -71-112- INTO THE F0077NG WHILE
2-0'
THE CONCRETE LS PLASTIC, BLOCK STEM MAYBE PLACED TO
E rrHER EDGE OF 71YE TRENCH TYPE F0077NG
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
2
NATURAL SOIL OR DN COMPACTED RLL WITHA MINIMUM
1 MAX
CCIMPAC77ON OF 90%.
11, fMST INSPECTION TO BEAFTER FOOTING TRENQLEESARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS 77ED IN PLACE.
SECOND INSPECTION TO BEWNENTHE REQUIRED PER ACL IS IN
PLACEAND THE BLOCK WALL E5 READY'To GROUT.
12. MAXIMUM CONTROL JOINTSPACING.40'0/C 20,b1CfoR
WALLS TO BE MORTAR WASHED OR STUCCO C014 TED.
SEE CHART FOR REQUIRED REBAR 3 TO 1 ; 2'-0'
AND F0077NG DIMENSIONS,
ONE'N =TD EESE
6616,511lMPI� L7NU
ORCd MEU SLUMP
t
WALL 0
2 FT. SE734CK
y 0:
i m
C319Y5 ' A
tt=3i-2014
OF CPL\F
S' TO DAYLIGHT
-
8
'
MIN. FOOTING
DEPTH FOR S'
WALL
SLOPE 70P
WALL 0
1 FT. SETBACK
2TO1 26'
2-0'
SEE CHART FOR REQUIRED REBAR 3 TO 1 ; 2'-0'
AND F0077NG DIMENSIONS,
ONE'N =TD EESE
6616,511lMPI� L7NU
ORCd MEU SLUMP
t
WALL 0
2 FT. SE734CK
y 0:
i m
C319Y5 ' A
tt=3i-2014
OF CPL\F
CHART FOR 6' TO 8' SITE WALL W1 TRENCH FOOTING
WIND
MAX.
V
DESIGN
W
TRENCHALL FOOTING
'X' DOWEL
Y BAR
SPEED
HEIGHT
DEPTH
6 - '�-O�
2-0.9
#4@) 48" O/C ID+2'-0"
#4 @ 48" O/C
48' C
48" O/C FOR 6'
LLJ
SLUMP BLOCK
SLUMP BLOCK
CL
><
2
#4@ 48" O/C (D+2'-0"
#4 @ 48" O/C
40.0/C
40' O/C FOR 6"
WSLUMZ
SLUMP BLOCK
P BLOCK
ui
(L
m: c/)
*4@ 40" O/C ID+2'-O"
#4 @ 40" O/C
Cl-
1: (n
32* O/C FOR
SLUMP BLOCK
32* O/C FOR 6"
SLUMP BLOCK
Lo
co
#4@ 32" O/C I D+2'-0"
24' 0/1
24' O/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
NUIC: rVK Jtf" LUNE7 HLCKX U5&9" INCREMENT OEBAX SPACING THAT
IS CLOSER TOGE7HER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE:
48"O/C SPACING FOR 16" LONG BLOCKREVERTS To 45"OIC FOR
18- LONG BLOCK, 40" FOR 16' BLOCK GOES TO 36- 01C FOR 181, BLOCK ETC.
-:C0Nr.fV077NG
FOR SM YARD RETURN WALLS *WBZE
MMGESWAIE =JR13; A W AM
/MAY LEFT OUT V SWALE GR4DE FRCW70E,
04 DOWEL AND #4 DRCFLIN &V ON 640Y
STWOF THEW KOOVDRAIN -AS
SHOWN.
CITY OF L4 QUINTA
1
-1 �_. ffmm ma. vwmw.mw�jw
mL4pmvpvwrAwrcLwam
mnomsmcp mm
COWAMMU � -_ r
FOOTING STEP DETAIL
EXP... 12,�31-201 , 4,
rF OF 4
A
4
Oro A I /SJ �I