13-1330 (RPL),rte
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-00001330
Property Address:
53732 VIA PISA
APN:
777-190-015- - -
Application description:
POOL - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application Valuation:
3.5000
T-iht °f e w
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
J�
Applicant: 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: C53 License No.: 614611
Date:��I%% %� 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 raquirog 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)'.:
(_) 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.).
(_) 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
760)777-7012
D FPat,:
760)777-7011
INSPECTIO760) 777-7153
�CT 1 8 201
10/17/13
Owner:
COASTI-L REAL ESTA
53732 VIA PISA I-
LA QUINTA, CA 92253
Contractor:
MCINTYRE POOLS & SPAS, INC.
83695 AVENUE 45
INDIO, CA 92201
(760)342-3612
Lic. No.: 614611
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.
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 WESCO INS CO Policy Number QWCA1843029
_ I certify that, in the performwice 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
7/' /700 of the LaborO,C/Nod//E, I Sh Erthwith comply with those provisions.
Date: l rJ !_JA'p/plicant: (% / / �ilL//
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 the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construc ' n, and here thorize representatives
of [ is county �terupon the above-mentioned property for ' sp sDale: /Dure (Applicant or Age ntl:
Application Number . . . . . 13-00001330
Permit . . . ELECTRICAL 2013
Additional desc . .
Permit Fee . . . . 23.83 Plan Check Fee
.00
Issue Date . . . .valuation . . .
. 0
Expiration Date . . 4/15/14
Qty Unit Charge Per
Extension
1.00 23.8300 LS ELEC DEVICES, FIRST 20
----------------------------------------------------------------------------
23.83
Permit . . . POOL 2013
Additional desc . .
Permit Fee . . . . 178.75 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 0
Expiration Date 4/15/14
Qty Unit Charge Per
Extension
1.00 178.7500 EA MISC POOL/SPA
----------------------------------------------------------------------------
178.75
Permit. . . PLUMBING 2013
Additional desc . .
Permit Fee . . . . 11.92 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 0
Expiration Date . . 4/15/14
Qty Unit Charge Per
Extension
1.00 11.9200 LS PLBG GAS SYS, 1-4 OUTLETS
11.92
----------------------------------------------------------------------------
Special Notes and Comments
POOL, SPA, FIRE PIT, AND BBQ WITH
EQUIPMENT SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER
SPECIFICATIONS. ALARMS AND BARRIERS
REQUIRED TO BE INSTALLED AT PRE -PLASTER
INSPECTION. 2010 CALIFORNIA BUILDING
CODE.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PERMIT ISSUANCE M/P/E
90.57
PLAN CHECK, POOL
97.24
Fee summary Charged Paid Credited
---------- ---------- ---------- ---------
Due
----------------- 7
Permit Fee Total 214.50 .00 .00
214.50
Plan Check Total .00 .00 .00
.00
Other Fee Total 188.81 .00 .00
188.81
f.
LQPERMIT
Application Number . . . . . 13-00001330
Grand Total 403.31 .00 .00 403.31
LQPERMIT
Bin #
Qty of La Quint-a
-Building &r Safety Division R !7. '�+` �-: "'IVED
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012 JT j 5 . 2013
Building Permit Application and Tracking Sheoe
Permit #
o
I�2
Project Address:
A. P. Number:
Owner's Name: fl, OF LA QUINTA
Address: DEVELOPMg I
Legal Description:
City, ST, Zip:
Contractor: c'�0 -P Pub (5 10
Telephone:
Address: 66(
D i i
Project Description: I eoo I
City, ST, Zip: -mickc, CV-
Fire
Telephone:
State Lic. # 6 761-1
City Lic. #.. N3 5
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone: K.
State Lic. #: ...........
Name of Contact Person:
0 54
Construction Type: Occupancy:
Project type (circle one New Add'n Alter Repair Demo
Sq. Ft.: Stories: . s:
# St# Units-:
L Telephone #,of Contact Person: S
5-
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc1d
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural CaIcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss CaIcs.
Called Contact Person
Plan Check Balance.
Title 24 CaIcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2,d Review, ready for correcti,901�s
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
3a Review, ready for corrections/issue
Developer Im,?act Fee
Planning Approval
Called Contact Person
A.I.P.P:.
Pub. Wks. Appr
Date of permit issue
Schodl Fees
I J-0-UP
GITY Oc I A 0111
PTT.
Dih!.
APPROVED
FOR CONSTRUCTION
DATE___�_Ioy %S7
Total Permit7ces
I
�N s
FINISH 6RADIN6 NOTES
I. SLOPE ALL DRAIN LIME AT A MINIMUM OF K %
2. ALL DRAIN LINE LWToe AND OHAN6E5 OF DIRECTIONS TO BE MADE NTH
45' OR SYS TYPE BILLS
S. PROVISIONS FOR POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE
PRECEDENCE OVER MO,IDIN6 AS DIA6RAMED ON &RADDING PLAN
4. HOLD FINISH GRADE I y' BE aA FINI5H:SURFACE
S. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN - 2% PREFERRED
6. SLOPE ALL FINISH SURFACES AT A MINIMUM OF 1% TO DRAIN
7. ALL MATERIALS AND WORKMANSHIP IS TO CONFORM TO 60VE NINE CODES
AMD ORDINANCES . .
6. SLOPE IN LAY04 AREAS 15 NOT TO EXCEED 9,1
9. HOLD FINISH GRADE A MINIMUM OF 4' BELOW TOP OF WALL5, W BEAN FK9 4
FLOORS OF SLABS AND O' 58-aA FIN19 4 FLOORS ON CONVENTIONAL WOOD
FLOORING
W. PROVIDE DRAIN -IME aEANWIS ANO/0R CATCH BA91N5 AT A MINIMUM OF 50'
OL. OR AT EVERY CMANSE OF DIRECTION
11. HOLD INVERTS ON DRAIN LINES A MINIMUM OF W EEOW FINISH GRADE
SURFACE
12. RAMPS INTO SUILDN&5 NOT TO EXCEED A SLOPE OF 1:12 OR 83% SRA DIENT
13. FROJEGT MALK5 NOT TO EXCEED A SLOPE OF 1.20 OR 5% 6RA12IENT
ImDat(mt Notice - Undaaamd Service Next
Sew I$/IRT rR W &-.N 06 M mn
W um Yrvrljfmtio NbNr M
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CONSTRUCTION NOTES
I. REFER TO FINISH GRADIN6 PLAN5 FOR GATOR BASIN LOCATIONS
2. ALL CONCRETE TO BE 53 SACK MIX TO OBTAIN A MINIMIM
COMPRE551VE STRENGTH OF 2500 P51 AT 28 DAYS
S. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE
INDICATED
4. VERIFY WITH THE PROJECT SOILS EN 5,INEER THE NEED FOR
REINFORCING, BASE MATERIAL, PRESATURATIOK ETC. FOR WALKS,
STAIRS, WALL FOOTINKS, ETC
5. ALL MATERIALS AND LONSTIQMTION TO CONFORM TO APPLICABLE
6OVERNINK CODES AND ORDINANCE5
6. ALL CONCRETE PAVING TO BE A MINIMUM OF 3 I/2' THICK, COLORED
CONCRETE-INTE&M COLOR EXPANSION JOINTS, AT W -O'
OC., UNLES5 cn4ERK5E INDICATED
T. ALLOW FOR ADJOINING CONSTRUCTION
B. PAVIN6 AND CONCRETE SUISCONTACTOR5 ARE TO COORDINATE AND
COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SIRCONTRACTOR
AND IRRIGATION 51I13C0ML40TOR FOR SLEEVING, PIPING AND
CONDUIT UNDER ALL PAVING
Caam,cuS.umamr ogem man�aaS. ,m,�va4 �^N^^�k^
pzvs�mvraN>,am,gsaemmr.e w�Fm ��lr:
�.aa raaivn e..g w wv a w.wcim a me P�pg rmq.ndy a a ps.ae
pq,uMy ua ue,agAseai ab a arm m ggTj vn,ney o,e,.a m ou.e m
namf „vlh]Inn, me raemtldiraW Nqs gwSmmrM l�'N ml be
aseq,Pa..ad nvmsm Mw ay mlmmcy .mlaalrn4 w.rlm,a ne
penomvr. a,da m w P^1^'U •^9PH9 �Y °'^P9 nwa .aa r.gp:ra a amaP
MASONRY KALL NOTES
I. GROUT ALL 0815 KITH STEEL SOLID - IF RETAINN6, 6RCUT ALL CELLS SOLID
2. 6ROUT SMALL BE FLUID 07615TENCY VOTH A RATIO OF 0) PART CEMENT, (9)
PARTS SAW. (2) PART5 PEA &RAVEL
S. MORTAR SHALL TE FRESHLY PREPARED AND LWIDMILY MIXED IN THE RATIO
OF N PART CBENT, (U2) PART LIME PUTTY, (4-Ii2) PART5 SAW AIO
SHALL COFORM TO A5.TM 6770
4. REINFCRON6 STEEL SKAL.L BE DEFORMED BARS CONFORDDN& TO A5.TM A615
GRADE 40
5. C N5TRIK.T KAL.LS FlUNO AND TRUE, STEN FOOTINCSS N EVEN BLOCK INL09,EM5
6. ALLOW FOR ADJOIMNS CONSTRUCTION
7. ALL YCRKMANSNIP AND MATERIALS TO CONFORM TO &OV8NM116 CODES AND
ORDINANCES
B. ALL STUCCO OR'JU4BLOCK WALL5 TO HAVE OPEN HEAD 3ONT5 AT 92' OL.
AT FIRST COURSE ABOVE 6RADE FOR DRAINAGE
4. ALL'FOOTTN&5 SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR COMPACTED
FILL (43%RELATIVW
b. ALL FRI£5TAHON6 MALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS
AT 5FLKM ALL RETAIMN6 MALL SPLICES TO SE A MINIMUM OF 48 BAR
DIAMETERS
I. DOYEI5 SHALL BE AT LEAST EQUAL N SIZE AND SPACING TO VE"GAL BARS
12 MASONRY WITS SHALL BE 6RADE N -I CONFORMING TO ASTM 090, AND
MANUFACTURED N ACCORDANCE NTH CONCRETE MASONRY ASSOCIATION 5T A
13. PORTLAND CEMENT SHALL COFOWM TO A5.TM 6150
14. C40WAMM SMALL HAVE A MINIMUM COPMW.NE 5TREN6TH OF 2000 P.S.I. A 28
15. PROVIDE EXPANSION JOINTS IN WALLS AT 25'-W OL. MAX
16. WALL FOOTDK5 TO BE CONTINUOUS UNDER GATE OP80N&5
SEE SHEET L-5 FOR CONSTRUCTION DETAILS
LEGEND
A ImICA7E5 sFST1oN
L-5-nmr.ATTs 5!@T 14A4NR
� ODIGA7B HEVATOI
B
L-5 NDIUTTE s1MffT N+>Sa+
P.A. -Ti WR AFFA
LANK= LAR«
CITY OF LA QUINT,
3UILDING & SAFETY DEP
AYG APPROVED
FOR CONSTRUCTION
DA � IS,_1zeY
FINISH MATERIAL SCHEDULE
I. POOL, PEBBLE SHEEN DOLOR TO BE HARK BLUR.
2. SPA PEBBLE 51 EEI COLOR TO BE DARK BLUE'
3. POOLV5PA CAPS: 3' THICK DESERT TAN COLORED CONCRETE POURED IN PLACE GAP
4. FIRE PIT: DESERT TAN COLORED POUTED IN PLACE CAP WITH AN ACID WASH FINISH
SIDES ARE TO BE VENEERED 5TU000 TO MATCH HOUSE
5.'LOIURTYARD KATER FEATURES: PER DETAIL 'L' ON.%6TT L3
6. COURTYARD SURFACE: V THICK CAMERON FLA&STONE OVER, 3' CONCRETE SLAB
7. DRIVEWAY / MOTOR COURT: ANSELI15 HERITAGE ROYAL COBBLE II' PAVERS,
COLOR TO MATCH HOME, SOLIDER COURSE BAND WITH 5AME SIZE PAVER
8. POTS: Sgw-e PManters N Aslan C& flas IK. Lel 626.4496800 soles 800.449bbgO
80. 24T. X WA X 6'H 39382 Mm. 50. BOYO.
bb. 19'L X I" X 16'H 34170 HED. SO. PLANTER
80. 191 X 15TH X 20TH 54270 MED. RECTANGULAR PLANTER
9. POOL DECK SURFACE: I' THICK CAMERON RA66TONE OVER. 3' CONCRETE SLAB
10. BBQ COUNTERTOP: TO MATCH KITCHEN 000NTERS, SIDES TO BE STONE VENEERED, COLOR
TO MATCH RESIDENCE. PER ARCHITECTS PLANS
I. COURTYARD SURFACE, V THICK CAMERON RA6STONE WITH SYNTHETIC BROYDR THATCH GRA55
BETYNEEN STONES, &APS SHOULD BE 4' TO 6' IN WIDTH AND NEVER MORE STONES ARE TO BE
SET OVER CONCRETE.
. UTILITY 5CREEN WALL: SRICW FINISH 4 COLOR TO MATCH RESIDENCE.
3. RAISE PLANTERS PER DETAIL '0' ON SHEET L-5
. FIRE 5OH-5 TO BE 24 Inch Sq"a 8a. 24-L X 16'W X 6'H 34382 MED. 50. BOWL
6j Asim CeraNcs Inc. tel b26.4496800 soles 600.4496890
. SERVICE &ATE5: SEE DETAIL ON SHEET L-5
. 5TEPPIN6 STONES: 2' THICK CAMERON FL.A65TONE
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SHEET • L- 1
O 32' DATE 12-20-12
NORTH `-SALE: I/8 = 1'-0" '
CONSTRUCTION PLAN