06-2569 (RPL)P.O. BOX 1504t44aQ" -
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: 6/30/06
Application Number: 06-00002569 Owner:
Property Address: 53525 AVENIDA JUAREZ BECK, STEVEN E
APN: 774-103-013-1 -000000- 53525 AVENIDA JUAREZ
Application description: POOL - RESIDENTIAL LA QUINTA, CA 92253D Z a
Property Zoning: COVE RESIDENTIAL Li=�1
Application valuation: 20000 A' C
Contractor: JUN 3O 2006"
Applicant: Architect or Engineer: A & R COMPLETE POOL SERVICE
P.O. BOX 103 CITY OF LA QUINTA
LA QUINTA, CA 92247 FINANCE DEPT.
(760)772-0752
Lic. No.: 841981
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 Profession Is Code, and my License is in full force and effect.
Licensj��tract( /Lice a No.: 841981
Date: 04 4
OWNER -BUILDER DECLARATION
1 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 ($5001.:
( 1 1, 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.). '
(_) 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 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 0050251
_ 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 I hould b ome subject tot workers' compensation provisions of Section
3700 of the Labo Code, I all rthwith co ply 'th those provisions.
Date: `Applicant:
I J
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 for 180 days will subject
permit to cancellation. _
I certify that I have read this application and state that the abov informatio is correct. I agree to comply with all
city and county ordinances and state laws relating to uilding nstruction and ereby authorize representatives
of this cou ty to enter upon the above-mentioned p perty f pection urp es.
Date: Signature (Applicant or Agen
__— .T L,--
It
Application Number . . . . . 06-00002569
Permit . . .
BLDG POOL PERMIT
Additional desc . .
Permit Fee . . . .
189.00 Plan Check Fee
122.85
Issue Date . . . .
- Valuation . . .
. 17500
Expiration Date
12/27/06
Qty Unit Charge
Per
Extension
BASE FEE
45.00
16.00 9.0000
----------------------------------------------------------------------------
THOU BLDG 2,001-25,000
144.00
Permit . . .
MECH POOL
Additional desc .
Permit Fee . . . .
26.00 Plan Check Fee
6.50
Issue Date . . . .
Valuation . . .
. 0
Expiration Date
12/27/06
Qty. Unit Charge
Per
Extension
BASE FEE
15.00
1.00 11.0000
----------------------------------------------------------------------------
EA MECH FURNACE >100K
11.00
Permit . . .
ELEC POOL PERMIT -RES
Additional desc . .
Permit Fee
45.00 Plan Check Fee
11.25
Issue Date . . . .
Valuation . . .
. 0
Expiration Date
12/27/06
Qty Unit Charge
Per
Extension
BASE FEE
15.00
. 1.00 30.0000
----------------------------------------------------------------------------
EA ELEC PRIVATE SWIMMING POOL
30.00
Permit . . .
PLUMBING
Additional desc .
Permit Fee . . . .
33.00 Plan Check Fee
8.25
Issue Date . . . .
Valuation . . .
. 0
Expiration Date
12/27/06
Qty Unit Charge
Per
Extension
BASE FEE
15.00
2.00 6.0000
EA PLB FIXTURE
12.00
1.00 3.0000
EA PLB WATER INST/ALT/REP•
3.00
1.00 •3.0000
----------------------------------------------------------------------------
EA PLB GAS PIPE 1-4 OUTLETS
3.00
Permit . . . . . .
WALL/FENCE PERMIT
LQPERMIT
Application Number . . . . . 06-00002569
Permit . . . WALL/FENCE PERMIT
Additional desc .
Permit Fee . . . . 54.00
Plan Check
Fee
.00
Issue Date . . . .
Valuation
. . .
. 2500
Expiration Date 12/27/06
Qty Unit Charge Per
Extension
BASE FEE
45.00
1.00 9.0000 THOU BLDG 2,001-25,000
9.00
----------------------------------------------------------------------------
Special Notes and Comments
POOL/SPA; 100LF COMBO WALL 21RETANING
4' GARDEN, ALARMS/BARRIERS SHALL BE IN
PLACE AT PRE -PLASTER INSPECTION.
Fee summary Charged Paid
--------------------
Credited
----------
----------
Due
-----------------
Permit Fee Total 347.00
.00
.00
:347.00
Plan Check Total 148.85
.00
.00
148.85
Grand Total 495.85
.00
.00
495.85
LQPERMIT
Bin #
City of La Quinta
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
BuildingPermit
. Application and Tracking Sheet
Permit #
�
�
Project Address: j 35a S uAaj Z
Owner's Name:
A. P. Number:
Address: S 3 p-ve-n I 1p r+ U ee Z
Legal Description:
City' ST, Zip: L4
Contractor: )ek 000
Telephone:
Address: P p 66>e 105
Project Description:
City, ST, Zip: 01 0 111 Y7 q 2 2-47
Telephone:
State Lic. # : �g' 1. City Lic. #:a I Lj I
Arch., Engr., Designer:
W'tJD WaLL
11� 11n `-1 l Gt 1r 11 Q Vl
Address:
�w
City, ST, Zip:
Telephone:
State Lic. #: I Em
Name of Contact Person: —J�p Ll'
Construction Type: I Occupancy:
Project type (circle one). New Add'n Alter Repair Demo
Sq. Ft.: 30(:).
# Stories:
# Units:
Telephone # of Contact Person: 2--7?---73q1.
Estimated Value of Project: gC, OO (�
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
Energy Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading. plan
2°" Review, ready for corrections/issue
1 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 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
CITY OF LA.. QUINTA
BUILDING AND SAFETY DEPARTMENT
COMBINATION RETAINING/GARDEN WALL
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RETAINING WALL tPECIFICATIONS
-.ALL WA' LS SMALL BE CONSTRUCTED 'OF THE HIGHEST GUALMY
WORKMANSHIP IN ACCORDANCE WITH THE 1991 U.B.C.• AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE • 1' .e - 2000 PSI AT 28 DAYS PER ASIM C1 SO
2. MASONRY • 1' me ISOO PSI GRADE IN PER.ASTM C1S0'
3. GROUT • 2000 PSI AT 28 DAYS MR U.B.C. TABLE 24.0
4. MORTAR 2000 PSI AT 28 DAYS PER U.B.C. TABU 24-A MMB
ASTM C270
S. REINFORCING - DEFORMED BARS CONFORMING TO ASTM, ALIS
GRADE 40. STEEL LAPS SMALL BE 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24'.-
VERTICAL
4'. VERTICAL STEEL SMALL BE MELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE OARS BUT NOT EXCEEDwG S FT. IN
SPACING PRIOR TO. SPACING PRIOR TO GROUTING. STEEL
PLACEMENT LS CRITICAL AT TME BASE OF WALiS'AND AT CHANGES
M BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON
THE PLANS.
B. -ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 901
RELATIVE COMPACTION.
7. DRAINAGE SMALL BE ACCOMPLISHED BY PLACING A 3' DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 112' PEA GRAVEL. AT LEAST S' OVER TME TOP OF THE
HPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAKTAIN AT LEAST
1% GRADE.
S. ' PROVIDE VERTICAL EXPANSION JOINTS PER DETALL HEREON SPACE
BETWEEN 60 FT. AND 200 R. APART. PLACE EXPANSION JOINT AT
FOOTING STEPS -UNLESS NO STEP IS PRESENT.
9. GROUT LIFT SMALL NOT EXCEED 6 FT. WHEN GROUTING IS
PERFORMED IN MORE' THAN ONE LIR. STOP THE WRAMEDIATE
GROUT LIR 1.1.2' BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIR.
10. BACKFILLING SMALL NOT OCCUR UNTIL AT LEAST 14 DAYS AFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
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TOW height 2'•g' 7'.4' 4•-0'
4•-8• V-4- 6'-0' 6'd'
Garden height 2'-0' 2'-g' 3'a:
4'-0' 4'-g• 3'.4' 4'-0-
F-ing wefh 2'-9' 2'-a• 2'•t-
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RETAINING HEIGHT 2'•S'
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4'-0• 41-1' 5'-4- 6'-0'
Fmwig weft 3'.4• 3'-4• 3'-4•
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A BAR 14032. 84032' µO32'
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9 BAR - - -
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D BAR -
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RETAINING !EIGHT 3'.4'
TYPE 1 2 3
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7'.4' g'-0' i' i' 9'.4'
Guden helgtd 2'-0' 2'4' 3'1'
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TYPE 3 3 3
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TOW height 6'.0' 6'.3• 7•.4•
g1-0• g• -g• 9..4, 10'4,
Garden height 2'-0' 2'•91 3'-4'
4'-0' 4'-g' 31.4• 6'-0'
1
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C BAR _
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"www" w •- w•rf�. • U.B.C. f.-rf -• I►t•.
RETAINING WALL tPECIFICATIONS
-.ALL WA' LS SMALL BE CONSTRUCTED 'OF THE HIGHEST GUALMY
WORKMANSHIP IN ACCORDANCE WITH THE 1991 U.B.C.• AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE • 1' .e - 2000 PSI AT 28 DAYS PER ASIM C1 SO
2. MASONRY • 1' me ISOO PSI GRADE IN PER.ASTM C1S0'
3. GROUT • 2000 PSI AT 28 DAYS MR U.B.C. TABLE 24.0
4. MORTAR 2000 PSI AT 28 DAYS PER U.B.C. TABU 24-A MMB
ASTM C270
S. REINFORCING - DEFORMED BARS CONFORMING TO ASTM, ALIS
GRADE 40. STEEL LAPS SMALL BE 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24'.-
VERTICAL
4'. VERTICAL STEEL SMALL BE MELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE OARS BUT NOT EXCEEDwG S FT. IN
SPACING PRIOR TO. SPACING PRIOR TO GROUTING. STEEL
PLACEMENT LS CRITICAL AT TME BASE OF WALiS'AND AT CHANGES
M BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON
THE PLANS.
B. -ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 901
RELATIVE COMPACTION.
7. DRAINAGE SMALL BE ACCOMPLISHED BY PLACING A 3' DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 112' PEA GRAVEL. AT LEAST S' OVER TME TOP OF THE
HPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAKTAIN AT LEAST
1% GRADE.
S. ' PROVIDE VERTICAL EXPANSION JOINTS PER DETALL HEREON SPACE
BETWEEN 60 FT. AND 200 R. APART. PLACE EXPANSION JOINT AT
FOOTING STEPS -UNLESS NO STEP IS PRESENT.
9. GROUT LIFT SMALL NOT EXCEED 6 FT. WHEN GROUTING IS
PERFORMED IN MORE' THAN ONE LIR. STOP THE WRAMEDIATE
GROUT LIR 1.1.2' BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIR.
10. BACKFILLING SMALL NOT OCCUR UNTIL AT LEAST 14 DAYS AFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
s4B241%H01IIITYP
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• N•T.�,
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RETAINING HEIGHT 0' -11'
TYPE I I 1
I I I1 2
TOW height 2'•g' 7'.4' 4•-0'
4•-8• V-4- 6'-0' 6'd'
Garden height 2'-0' 2'-g' 3'a:
4'-0' 4'-g• 3'.4' 4'-0-
F-ing wefh 2'-9' 2'-a• 2'•t-
2'•g- 2'•g' 2..a.. 2.•g' '
A BAR µO32' 840]2' 14032'
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B BAR _ _ ._
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C BAR' _
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RETAINING SIGHT I' - 4' '
TYPE I 1 1
I 1 2 3
Taal height 3'.A' 4'41 4'4'
5'-4' 6'-0' '6'.8' 7'.4'
Carden height 2•-0' 2'-g' 3'.4'
4'-0' 4'.g' 3'4' 6•-0'
FOaing width 2'4' 2•.1' 2'•8'
2'-g' 2'•8' 2'•g' '2'•g'
A BAR 14032' 04032' 04032.
04032• µm32' -
B BAR -
µ
- 032' 04032'
C BAR - -
�- µ0I6- -.--
D BAR .�
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RETAPIWG HEIGHT 2'-0'
TYPE 1 I 1
1 2 3 3
Taal height 4'-0' 4'4' S'J'
6•-0' V-8* 7'.4' g'-0'
Garden height 2'-0' 2'•g' 3'1'
4'-0' 4'4• V-4- 6'-0'
Fdc•ing width 3'O' 3'-0' 3'-0'
3'-0: 3•-0' V-0- 3'.0-
A BAR 14032' 14032' 04032' 14032' - .-
8 BAR -
CBAR
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0 BAR�.
__. µO16' - -
-- 14016' µ0I6'
RETAINING HEIGHT 2'•S'
TYPE 1 1 1
2 3 3 3
Taal height 4'-8' 3'-4' 6'-0'
6'-8' r.4- g'-0' g' -g'
Gordan height 2'-0' ' 2'-g- 3'a'
4'-0• 41-1' 5'-4- 6'-0'
Fmwig weft 3'.4• 3'-4• 3'-4•
' 3'J' 3'4• 3'4- 3'l'
A BAR 14032. 84032' µO32'
---
9 BAR - - -
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C BAR -
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D BAR -
µO16' 14016. 14016•
RETAINING !EIGHT 3'.4'
TYPE 1 2 3
3 .3 3 3
Taal height 3'-4' 6'-0' 6'-8'
7'.4' g'-0' i' i' 9'.4'
Guden helgtd 2'-0' 2'4' 3'1'
.4'-0' 4'J- 3'•4-
Faoung -MM 4'-0' 4'-0' 4'-0'
4'-0' 4'-0' 4'-0'
A BAR 1432•
B BAR
C BAR
D BAR - . "016'.04016*
µ0I6• µO16' 14016'
RETAINING SIGHT A%r
TYPE 3 3 3
3 3 3 3
TOW height 6'.0' 6'.3• 7•.4•
g1-0• g• -g• 9..4, 10'4,
Garden height 2'-0' 2'•91 3'-4'
4'-0' 4'-g' 31.4• 6'-0'
Fatting we"S'-0' 3'-0' 3'-0'
S'-0' 3'4' S'-0' S•-0'
A BAR
B BAR 14032. 14032' 14032.
_
04032' 14032' 14032' /4032'
C BAR _
D BAR ' µ016' µ0I6' 14016.
_
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CITY OF LA QUINTA
BUILDING & SAF
APPRp DEPT.
FOR CON STRUCTID
DAMy
�(D BY
A RE -INSPECTION FEE OF
$30
WILL BE CHARGED IF THE APPROVED
PLANS AND JOB CARD ARE NOT
THE SITE FOR A SCHEDUL ON
INSPECTION. ED
NO EXCEPTIONS!
' 6 "
3606-1
12'
7 1 9 11
N
12' 4-211
U
ci
6'