BPOL2019-018578-495 CALLE TAMPICO
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LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype:
POOL/PRIVATE
Application Number:
BPOL2019-0185
Property Address:
53140 VIA VICENZE
APN:
777180003
Application Description:
HIDEAWAY / POOL, SPA, COURTYARD WATER FEATURES
Property Zoning:
Application Valuation:
$25,000.00
Applicant: D
1AVIER SILVA /REMBRANDT POOLS AND SPAS INC
P 0 BOX 6411
LA QUINTA, CA 92248 AUG 2 8 2019
CITY OF LA QUINTA
DESIGN & DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C53 License No.: 800680
Date: ��� aJ 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).:
(_) 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.).
(_) 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
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/28/2019
Owner:
MARK NICHOLSON
7S13 SPYGLASS DR
MODESTO, CA 0
Contractor:
REMBRANDT POOLS AND SPAS INC
P 0 BOX 6411
LA QUINTA, CA 92248
(760)771-2121
Llc. No.: 800680
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 COMPENSATION INSURANCE FUND Policy Number: 9244146
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 should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
i
Date: Applica.nf,
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 Building Official 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 city to enter upon the
above -mentioned property for inspection purposes.
W_
Date: Signature (Applicant or Agent -
Date: 8/28/2019
Application Number:
BPOL2019-0185
Property Address:
53140 VIA VICENZE
APN:
777180003
Application Description.
HIDEAWAY / POOL, SPA, COURTYARD WATER FEATURES
Property Zoning:
Application Valuation:
$25,000.00
Applicant:
JAVIER SILVA /REMBRANDT
POOLS AND SPAS INC
PO BOX6411
LA QUINTA, CA 92248
Owner:
MARK NICHOLSON
7513 SPYGLASS DR
MODESTO, CA 0
Contractor:
REMBRANDT POOLS AND SPAS INC
P0BOX 6411
LA QUINTA, CA 92248
(760)771-2121
LIc. No.: 800680
Detail: POOL AND SPA AT REAR YARD WITH COURTYARD WATER FEATURES (2) [JHA ENGINEERING]. ALARMS, BARRIERS, AND SPECIAL INSPECTION REPORT
FOR SHOTCRETE PLACEMENT REQUIRED AT PRE -PLASTER INSPECTION. SPECIAL INSPECTION REPORT FOR SHOTCRETE STRENGTH REQUIRED AT FINAL
INSPECTION. PLEASE PROVIDE WET STAMPED POOL ENGINEERING SHEET ON SITE FOR INSPECTION. NEW EQUIPMENT MUST BE LOCATED IN AN APPROVED
LOCATION EITHER WITHIN THE REAR YARD SETBACK OR 5' MINIMUM FROM THE SIDE P/L FIELD VERIFY. THIS PERMIT DOES NOT INCLUDE EQUIPMENT
ENCLOSURE. 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT CITY AMOUNT
BSAS SB1473 FEE
101-0000-20306 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
DETACHED SPA/WATER FEATURE/OTHER
101-0000-42404
0
$400.24
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA
101-0000-42404
0
$200.12
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA PC
101-0000-42600
0
$108.87
Total Paid for POOL / SPA: $709.23
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
ta Qa�fkj
PERMIT #
o PLAN LOCATION:
Project Address: 53 No v,..t, Ve e Project Description:
APN #: Pe L-- = r i -�. -7, 4, C7 c
Applicant Name:
Address:! l Ll
City, ST, Zip-.v w, �P •cr-� '
Telephone: -76 `7 f Z
Email:
i C f C •? C P P ad C',-
Contractor Name:
Address:
City, St, Zip
Telephone:
Email:
State Lic: City Bus Lic:
Architect/Engineer Name:
Address:
City, St, Zip
Telephone:
Email:
State Lic: City Bus Lic:
CVY -+%. Gel-
IProject Valuation $ z ` 1�1-
New SFD Construction:
Conditioned Space
Garage
Patio/Porch
Fire Sprinklers
Construction
Grading:
Bedrooms: I Stories:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
G
SF
SF
SF
SF
Occupancy:
# Units:
OFFICE USE ONLY
#
Submittal
Required
Received
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
CVWD Fire Flow Letter
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
THE HIDEAWAY
PROPERTY OWNERS ASSOCIATION
October 22, 2018
Albers Inc.
C/O William & Amy Albers
49855 Rancho San Felipe
La Quinta, CA 92253
Re: Lot 178 at 53140 Via Vicenze
Construction Document Submittal #1
Dear Mr. and Mrs. Albers:
This correspondence shall serve as notification that the Hideaway Design Review Committee
(DRC) reviewed your construction document/working drawing submittal at the October 16, 2018
meeting. The project was approved to start construction, subject to the following comments (#1
& #2) being addressed no later than November 13, 2018 for review at the November 20"i
meeting.
1. The modifications beyond the rear Transition Area line require review and approval from
Gerry Tarsitano; however, a Variance through the Association is not required.
2. Please provide an exhibit detailing the louvered elements found throughout the exterior of
the home (ex. high, open element in the entry structure).
3. Courtesy comment: The plans will need to be 24" x 36" for submittal to the Coachella
Valley Water District.
Please contact Brook Marshall at 760-219-8057 or by email at DRCFacilitator@gmail.com with
any questions or to schedule your Pre -Construction Meeting once a Building Permit has been
obtained.
Sincerely,
THE HILWAWAY DESIGN REVIEW COMMITTEE
By: �-
r �[ 10 L�
Title: �►�i(i '�1 v Date:
cc: Jim De Ford
Gerry Tarsitano
GM Future Designs
DRC Pile
Pursuant to Cal. Civil Code, any rejection by the DRC may be appealed to the Board of Direclorsfor the Association. Ifyo« wish to pursue an
u�val, please contact the Association's propem, manager direcitv.
80955 Avenue 52, La Quinta, CA 92253 • 760-393-5210
#3 BOND BM-
12"
#3 HORIZ STL.Q 12" O.C.-
#3 HORIZ. !�
0C. 4" O.C.
CITY OF LA QUID ETA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
5' HIGH BLOCK WALL
VARY 12" AND 8" BLOCK
SEE ATTACHED STD. BLOCK WALL DETAIL
#3 HOR. Q 24" O.C.
TROUGH
--#3 BOND BM.
-0-3"
12"WATER SURFACE
#3 Q 18"+/- O.C.
EXISTING AT
STRAIGHT WALI
DECK OR CAP
AT n SY J AS OF JAN 1, 2016 THE 2016 EDITIONS OF THE CALIFORNIA BUILDING, FIRE, ELECTRICAL,
PLUMBING, MECHANICAL, ENERGY AND EXISTING BUILDING CODES WILL BE EFFECTIVE. REF
SECTION 3109 OF SAID CODE FOR SWIMMING POOL ENCLOSURES AND SAFETY DEVICES.
AS OF JAN 1, 2016 THE 2016 EDITION OF THE CALIFORNIA ENERGY CODE WILL BE EFFECTIVE.
REF. SECTION 110.4-MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT
EXAMPLE "COVERS SHALL BE INSTALLED FOR OUTDOOR POOLS WITH HEATERS."
SEE CROSS SECTION P ON CONSTRUCTION DETAIL SHEET L-5
FOUNTAIN TROUGH DETAILO
JUA Engineers
43585 Monterey Avenue, Suite 7
Palm Desert, CA. 92260
(760) 345-1352
dan ■ jhaengineering.com
t;4-
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CON5TRUCTION NOTES ""
1. REFER TO FIN15H GRADING PLANS FOR CATCH BASIN LOCATIONS
2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM
COMPRESSIVE STRENGTH OF 2500 1-51 AT 25 DAYS
3, ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHEPA15E
INDICATED
4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR
REINFORCIN6, BA5E MATERIAL, PRE5ATURATION, ETC FOR KALK5,
STAIRS, WALL FOOTINGS, ETC
5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE
GOVERNING CODES AND ORDINANCE-5
6, ALL CONCRETE PAVING TO BE A MINIMUM OF 3 1/2" THICK, COLORED
CONGRET2-INTE5RAL COLOR, EXPANSION JOINTS, AT B'-O"
O,C., UNLESS OTHERA15E INDICATED
T. ALLOW FOR ADJOININS CONSTRUCTION
8. PAVING AND CONCRETE 5U15GONTACTOR5 ARE TO COORDINATE AND
COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR
AND IRRIGATION SUBCONTRACTOR FOR 5LEEVING, PIPING AND
CONDUIT UNDER ALL PAVING
kagb Gtke - Ufl toUnd, ScNce Alert
' 1ct 1I.V011 w IN ow-�-G 'n
jam
'Mrl b E1adi r N +�[ ly y„ di lkA
I►W Rm -env 14 le —1. ';ee:. 0-M
W rw a 1.706.771•ypbp INv ro+p eqx
�1Mh
Con L.U.n c^nL-1, a reel Ihol in ^cc^rd^nce witM1 a ¢roll ace led consWclion
9 9^ Y c p
practice¢, mnst— I. conlr^clor w.1 be required to assume sole and —plete respensbilily far
lob site —&U— during Ue cease of ...I—li, of the protect, hduding safety of 011 persa^s
and properly, Hal this requirement shdl be made to apply —Lc uously and not be limiled I.
ormd .o .' hours, ^^d censlru U.—Lr.I.r furlher agree to defend, W—ify and hdd
design prd—i-.1 hmmless from any and all lwblily, real ar alleged, in neclim with the
perfmmo^ce of work m This project, ex wMg fiablity arising hen the W. negligence W dedgn
I SLOPE ALL DRAIN LINES AT A MINIMUM OF 14 %
2. ALL DRAIN LINE .UNCTIONS AND CHANGES OF DIRECTIONS TO BE MADE WITH
45' OR SMEP TYPE ELLS
3 PROVISIONS FOR POSITIVE DRAINAGE OF ALL LAND5CAPED AREAS TO TAKE
PRECEDENCE OVER MOUNDING AS DIAGRAMED ON GRADING PLAN
4. HOLD FINISH GRADE 114" BELOW FIN15H SURFACE
5 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
T. ALL MATERIALS AND WORKMANSHIP 15 TO CONFORM TO GOVERNING CODES
AND ORDINANCES
6- SLOPE IN LAWN AREA5 15 NOT TO EXCEED 5:1
q HOLD FINISH GRADE A MINIMUM OF 4" BELOW TOP OF WALL5, 6" BELOW FIN1544
FLOORS OF SLA135 AND 12' BELOW FIN15H FLOORS ON CONVENTIONAL WOOD
FLOORING
10 PROVIDE DRAINLINE CLEANOUT5 AND/OR CATCH BA51N5 AT A MINIMUM OF 50'
O.O. OR AT EVERY CHANGE OF DIRECTION.
11 HOLD INVERTS ON DRAIN LINES A MINIMUM OF W BELOW FIN15H GRADE
SURFACE
12. RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE OF 1:12 OR 8.5% GRADIENT
13. PROJECT KALK5 NOT TO EXCEED A SLOPE OF 1:20 OR 5% GRADIENT
I GROUT ALL CELLS WITH STEEL 50LID - IF RETAINING, GROUT ALL GELL5 SOLID
2 GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF N PART CB•ENT, (3)
PARTS SAND, (2) PARTS PEA GRAVEL
3, MORTAR SHALL BE FRE5 4LY PREPARED AND UNIFORMLY MIXED IN THE RATIO
OF (I) PART CEMENT, (1/2) PART LIME PUTTY, ,4-1/2J PARTS SAND AND
SHALL CONFORM TO AS.T.M G210
4. REINFORCING STEEL SHALL BE DEFORMED PARS GONFORMING TO AS.TM A615
GRADE 40
5 CONSTRUCT WALL5 PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK INCREMENTS
6. ALLOW FOR ADJOINING 00145TRUGTION
T. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODE5 AND
ORDINANCES
B, ALL STUCCO OR SLUMPBLOGK KALL5 TO HAVE OPEN HEAD JOINTS AT 52' Of,
AT FIRST CO'JR-lE ABOVE GRADE FOR DRAINAGE
IL ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR COMPACTED
FILL (q5% RELATIVE)
10. ALL FREESTANDING WALL5 TO HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP
AT SPLICES ALL RETAINING WALL 9PLICE5 TO BE A MINIMUM OF 45 BAR
DIAMETERS
11. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS
12 MASONRY UNITS SHALL BE GRADE N-I CONFORMING TO A.57.M, GAO, AND
MANUFACTURED IN ACCORDANCE WITH CONCRETE MA50NRY ASSOCIATION 5TANCIAR25
13. FORTLAND CEMENT SHALL CONFORM TO A.STM- 0150
I4. CONCRETE SHALL HAVE A MINIMUM GOMPRE551VE STRENGTH OF 3" P,5L AT 26 DAYS
15 PROVIDE EXPAN51ON JOINTS IN WALL5 AT 25-O' O.G MAX
16. INALL FOOTINGS TO BE CONTINUOS UNDER GATE OPENINGS
SEE SHEET L-5 FOR CONSTRUCTION DETAILS
FINISH MATERIAL 5GHEDULE
I. POOL : bwel 5rcpes eh .Ae axbz •AePa Bke• FROM I8f..2 UI•BRELLA SLffVE, 4 POOL LI611F
INATER LINE TILE -CLAY TFL-n. FUJIWA TILE 6LA55TEL-11, 1X2
2 SPA .Vnll 55apes Classk serbs'ARpa CNb Bko FROM NPr
6 fFPH 594X JETS. 4 LOV BACK JETS AND 4 CALF JETS AND I LIGHT
Jewel Sup- Gl®k eer w(mld GLb Blue' FROM NPr
WATER LINE TILE - GLASS TIi-11, RULIINA TILE GLAYTa-N, 1X2
3 POOL DECK AND SIDE PATIO SURFACE: SANDSTONE COLORED CONCRETE MTH AN AC40 FINISH
4 FRONT ENTRY 511RFACE: SANDSTONE COLORED CONCRETE WITH AN ACID FINISH
5 COURTYARD WATER FEATURES PER DETAIL5'OAND ',P' AWON SHEET L-5
6 MOTOR COURT AND D RNEIAY: VILLA PAVERS FROM ORCO CHATEAU COLOR BEND
SLIDER COARSE BAND TO BE 12)(I2 VILLA PAVER IN A CHATEAU BLED
T FIRE PIT PER DETAIL 'J ON SHEET L-5
6 BBO FER DETAIL F ON SHEET LA
LEGEND
INDICATES sEcnom
A
L-5—IWOAIESS NlM1m
PaY AR5 M"AT4N
INDICATES SHEET M44M R
P A —PLANT AREA
LAWN —SOD
4�f
NORTH
ti
REMONS
SHEET'
11 DATE: 11-27-17 11
CONSTRUCTION PLAN
h
2 3•-2"
W.EYATIM - SAYS.
Tis1 ticn g • POOL p"
/ECTM - PAV MI ■ DISMAY
uoxrre Im rralvm efV
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I �T un-NL1CRp. yi
B[N� O AlerpflNKr� ALTERNATE a 16' aL FL1E111TE
BENDS R1 fOMIN6
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�EECTMM - EPA
1�1
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� lIOTIEI aoNOlen ,�. ,N-.,,;
�1M"ATHM - ENTRY WATER FEATINI! n
lMgodml Holies - tl>�T �IndSernse Aen
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4.6mma
Co t,dion cm(,,clor agrees Ihol in accordance wilh generally accepted conatruclioo
practices, -"di. cmlraclor Al be required to aawme aole and cmpl,[, respon &Jy for
job s11, candlllona dufng the course of cm 1—hoo of Ne project, indading solely of oll p.—,
and properly Ual Ihia requirement Adl be mode to apply -(in oualy and nol be limiled to
mol hours, and c Ie tion conlroclor Whx ogre¢, to defend, ndr ify and hod
design professional harmless from any ontl all liobeily, real or alleged, in neclian with the
pedormonce of worts on Ihi, project, e.cryling liabillly a,izng ham the sae negligence of design
were,.¢•¢
14614
�r�TE 0 F CALIF'
lIOTIEM - ooNallrls stvs 1,•
NOTE:
ALL REfAININ6 WELL ARE TO BE
SEALED DELOw GRAD'_ WITH, TlIOROSEAL
IFlINSIMM • lAf IIOTYE amw WALL !r1 EEETIOI Tl.RRB
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II REMIOKS
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CITY OF LA QLji�.I
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY ' L�? — __ 1 SHEET • L_5-
T DAT[: 11-27-17
CONSTRUCTION DETAILS
s