13-1410 (BLCK)I
P.O. BOX 1504 T-itif 4
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: 13-00001410 Owner:
Property Address: 53732 VIA PISA SUN VISTA DEVELOPMENT
APN: 777-190-015- - - LA QUINTA, CA 922C3:
Application description: WALL/FENCE (760) 777-1637 Property Zoning: LOW DENSITY RESIDENTIALApollCaLIOn Vaivavon: 2U343
Contractor: Applicant: Architect or Engineer: M O MASONRY, INC.80589 SHEFFIELD AINDIO, CA 92203--
(760)574-3313
IITT Lic. No.: 920321
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: C29 License No.: 920321
Date:t. 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).:
(_ 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 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.).
(_) 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: 11/05/13
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 1948418-13
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 (:.should become subject to the workers' compensation provisions of Section
3700 of the Labor Cod/'I shall forthwith comply with thoseprovisions.
Date:(( -5-1.3 Applicant:(/_�y
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 15100,0001. 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 inspection purposes.
Date: \ -S ^( Signature (Applicant or Agent):
Application Number . . . . . 13-00001410
Permit . . . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 132.99 Plan Check Fee .
Issue Date . . . . Valuation . . .
Expiration Date . . 5/04/14
.00
20343
Qty Unit Charge Per Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19
6.00 14.3000.EA MISC WALL, ADDL 50 LF 85.80
Special Notes and Comments
BLOCK WALL - 354 LF OF 6 FT. HIGH GARDEN
WALL, (9) 16 IN. X 16 IN. PILASTERS AND
(2) 24 IN. X 24 IN. PILASTERS (PROPERTY
LINE WALLS TO BE INSTALLED WITHIN
PROPERTY LINES [PER ATTACHED APPROVED
PLAN AND 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
Permit Fee Total 132.99
Plan Check Total .00
Other Fee Total 61.06
Grand Total 194.05
LQPERMIT
Paid Credited Due
.00 .00 132.99
.00 .00 .00
.00 .00 61.06
.00 .00 194.05
Bin #
City of La Quinta
Building &r Safety Vvision
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: '� Z
Owner's Name: ' S
A. P. Number:
Address:
Legal Description:
City, ST, Zip: ,� 4",
Contractor:
Telephone:
Address:
Project Description: C/C \n/ C,4-1
City, ST, Zip:
%
Telephone:
.. ....................................
State
State Lic. # :
City Lic. #;
�- G• �( J lM �o�s X �.°t`t,Lf
Arch., Engr., Designer:
Address:
City., ST, Zip:
J;:i:;%vY•.Yyir gni::iii�i:^:vi:ii:��...'.; : ;.y:: ;.;
Telephone: :..:.,
State Lic. #: :.:;,�;x;;;:•>s.<:<<;:>::=:�<:>:s%z«':
Name of Contact Person:kh /va �}dLy G
Construction Type: Occupancy.
Project type (circle on New Add'n Alter Repair Demo
Sq. Ft.: # Stories: # Units:
Telephone #,of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
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 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
21d Review, ready for corrections/issue
Electrical
Subcontactor List
. Called Contact Person
Plumbing
Grant Deed
. Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for correctionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
CITY OF LA QUINTA
BUILDING®T.
& SAFETY DEP
FOR CONSTRUCTION
0ATE (�
2TO1 26' 20'
3TO1 2'0'
2 S/8' MIN. REAR CELL
OPEN REQUIRED TO USE
6616 SLUMPED CNU.
0
ORCO WIDE CELL SLUMP
S/ 0/V
a
S. M Fc
C31925
*
Exp. 12-31-2014
SSC I V I �P
TF OF CAI'FC?,
ORCO STANDARD 6'- TO
O OPTIONAL FLAT CAP
8' CMU SITE WALLS
DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE= 150 PCF
3. GROUT STRENGTH =1000 PSI @ 28 DAYS
4. REINFORCING STEEL : GRADE 60.
5. 1500 PSI MASONRY COMPRESSION STRENGTH - NO SPCC.
INSPECTION
6616, 6616, OR 6618 C 4U
GROUTED ONLY @ VERT
NOTES
STEEL
1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90. WEDGELOCK
BLOCK SLUMP BLOCK AND SPLITFACEBLOCK ARE ACCEPTABLE
W
?" DROP-IN QAR
Z CONCRETE FOR FOOTING SHALL BE 1 PART LE4ENT TO 1-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITHA MAXIMUM OF 1-1/1
a
GALLONS OF WATER PER SACC PORTLAND CEMENT SHALL CONFORM
7O ASTM C 150 TYPE LVV. Fc = 2500 PSI
#6 STD JOINT
REINFORCEMENT @ 24' O/C
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
c
(3 PLACES - 4 PLACES FOR 7'
ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
Q
& 8' WALLS). USE #5 STD.
U
FOR SLUMP BLOCK
4. RE84R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
W
y
WHICH ITIS LOCATED.
y
a
NOTE., PROVIDE #4 DOWEL &
#4 DROP4N BAR AT &4CH
SIDE OFCONTROL JOINTS ,
5. CONLRE'TE BLOCK SHALL BE LAYER INA RUNNING BOND
PATTERNWITHVERTICAL CONTINUITY OFTHE CELLS UNO.
ENDS OF WALLS AND @ WALL
O
HEIGHTCTIANGES
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
00
GROUTED.
O
Z USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
p
r DOWEL @ CENTER OF
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
b
C'4U.
8, GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDIT70NS ARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFIC Vr TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUENIS.
SET34 SEE CHART
9. BLOCKSTFM MAYBE WET --SET 1-1/2' INTO THE F007ING WHILE
THE CONCRETEIS PLASTIC BLOCKSTEM MAY BE PLACED TO
'r
EITHER EDGE OF THE TRENCH TYPE FW77NG.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
—III—
NATU)ZAL'SOIL OR ON COMPACTED FILL W77HA MINIMUM
I i I—III 1 MAX.
COMPACTION OF 90%.
Il. FIRST INSPECTION TO BE ARM FOOTING 71ZENC4ESARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
c
SECOND INSPECTION TO BE WHEN THE REQUIRED VER77CAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
W
.L#4
HORZ CONT
12. MAXIMUM CONTROL JOINT SPACING: 40'0/C 20'01C FOR
QWALLS
TO BE MORTAR WASHED OR STUCCO COATED.
M
5`70 DAYLIGHT
MIN. FOOTING DEPTH FOR 5'70 DAYLIGHT
WALL X51 WA @ WA @
,O- SLOPE
COQ
TDP 1 Fr sL-TBPA z Fr. SE7BALx
E E
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
CITY OF LA QUINTA
BUILDING®T.
& SAFETY DEP
FOR CONSTRUCTION
0ATE (�
2TO1 26' 20'
3TO1 2'0'
2 S/8' MIN. REAR CELL
OPEN REQUIRED TO USE
6616 SLUMPED CNU.
0
ORCO WIDE CELL SLUMP
S/ 0/V
a
S. M Fc
C31925
*
Exp. 12-31-2014
SSC I V I �P
TF OF CAI'FC?,
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D
DESIGN
WALL
TRENCH
'X' DOWEL
'Y' BAR
SPEEDFOOTING
HEIGHT
v
v
DEPTH
•°
P9.
#4@ 48" 0/C
#4 @ 48" 0/C
°
6'-0"
2'-0"
ID+2'-O"
U U
48' 0/C FOR 6'
48' 0/C FOR 6'
ll1
SLUMP BLOCK
SLUMP BLOCK
Ln
4]tlMA®fn1
j
#4@ 48" 0/C
#4 @ 48" 0/C
6'-8"
2'-2"
ID+2'-O"
0 Q
40' O/C FOR 6'
40' 0/C FOR 6'
Z W
SLUMP BLOCK
SLUMP BLOCK
W
IL
#4@ 40" 0/C D+2'-0"
32' 0/C FOR 6'
32' 0/C FOR 6'
N
SLUMP BLOCK
SLUMP BLOCK
U-)
w
2'-6'
#4@ 32" 0/C I D+2'-0"
#4 @ 32" 0/C
24' 0/C FOR 6'
24' 0/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
NOTE.'FOR 18" LONG BLOCK USE 9" INCREMENT REW SPACING THAT
IS GYOSER TOGETHER MAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE:
48" O/C SPACING FOR 16" LONG BLOCK REVER7S TO 45" 0/C FOR
18" LONG BLOCKS 40" FOR 16" BLOCK GOES TO 36" 0/C FOR 18" BLOCK - ETC.
Ey"',
ZJR S7AEYARD RE7URN WALLS WHL3PE
DRAINAGESWALE OG7/R6, A 1/2 BLOiO'C
MAYLST DLII SWALEGRADE PROVIDE
i4 DOWEL AND 04 DROP-IN B4R ON 64CN
SIDE OF THE 1/2 BLOOLL RAIN -AS
SHOWN.
3 @ EAai SIDE OF
VT W1 B4 DROP-IN BAR
x•OUT
CUNT. /DOTING
CITY OF LA QUINTA
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FOOTING STEP DETAIL
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AMENDED TRACT 29894-2
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r� mfuc Damm. v
83-732 VIA PISA
Underground Service Alert
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Call: TOIL PR&B n 8 y lr°B _
-Ess' PRECISE GRADING PLAN
SSI
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AMENDED TRACT °
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art
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