05-5425 (CP)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
05-00005425 -
Property Address:
79285 COOL REFLECTION
APN:
649-030-069-00 -31311 -
Application description:
POOL - COMMERCIAL
Property Zoning:
HIGH DENSITY RESIDENTIAL
Application valuation:
28000
Tity/ 4'4v Q"
Applicant: Architect or Engineer:
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I amjipensed under 4[.o�Indy
of Chapter 9 (commencing with
Section 7000) of Division 3 of the Busines ofes io a snTCodeLicense is in full force and effect.
License Class: C53 License 73948
ate: - 3 v �Co
NER-BUILD RATION
I hereby affirm under penalty of perjury t m exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Busines nd 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 _ 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.l.
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ISec.
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.l.
I _ 1 I am exempt under Sec. , BAP.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
Owner:
SANTA ROSA DEVELOPMENT
46753 ADAMS ST
LA QUINTA, CA 92253
(760)771-3345
Contractor:
RAZO POOLS
81018 JAMIE WAY
INDIO, CA 92201
(760)347-1617
Lic. No.: 573948
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/15/05
INC
------------------
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
Xissued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
_iCode, 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 0022036-2005
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 Caliia,
and agree that, if I should become subject to the workers' compensation provis' of -Sectio
3700 of the Labor Co , I shall forthwi omp —with those
l-,provisio'
ate�J Applicant:��
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWF ALL _
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HU DRED THOUSAND
DOLLARS 15100,000). 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 core ag M11110 comply with all
city and county ordinances and state laws relating to building construct-en�ereby authorize epresen tives
of this/�c my to enter upon the above -menti ed -prop for insp ction ses.
Date;/4gnature (Applicant o
Application Number . . . . . 05-00005425
Permit . . .
MECH POOL
Additional desc .
Permit Fee
37.00 Plan Check
Fee
9.25
Issue Date . . . .
Valuation
0.
Expiration Date
6/13/06
Qty Unit Charge
Per
Extension
BASE FEE
15.00
2.00 11.0000
----------------------------------------------------------------------------
EA MECH FURNACE >100K
22.00
Permit . . .
ELEC-MISCELLANEOUS
Additional desc .
Permit Fee . . . .
30.00 Plan Check
Fee
7.50
Issue Date . . . .
Valuation
. . .
. • 0
Expiration Date
6/13/06
Qty Unit Charge
Per
Extension
BASE FEE
15.00
2.00 7.5000
---------------------=-------------------=----------------------------------
EA ELEC PWR APP >1 TO <=10
15.00
Permit . . .
PLUMBING
Additional desc .
Permit Fee . . . .
33.00 Plan Check
Fee
8.25
Issue Date . . . .
Valuation
0
Expiration Date
6/13/06
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
BLDG POOL PERMIT
Additional desc .
Permit Fee . . . .
271.50 Plan Check
Fee
176.48
Issue Date . . . .
Valuation
. . .
. 28000
Expiration Date
6/13/06
Qty Unit Charge
Per
Extension
BASE FEE
252.00
3.00 6.5000
THOU BLDG 25,001-50,000
----
---
19.50
----
----------------------------------------------------
Special Notes and Comments
---
----------
COMMERCIAL POOL & SPA
ONLY. ALL WALLS &
LQPERMIT
J
e
LQPERMIT
Application Number . . . . 05-00005425
--------------------------7-------------------------------------------------
Special Notes and Comments
EQUIPMENT ENCLOSURES NOT INCLUDED IN
PERMIT.'ALARMS/BARRIERS TO BE IN PLACE
PRIOR TO PRE -PLASTER INSPECTION.
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total 371.50 .00 ..00 371.50
Plan Check Total 201.48 .00 .00 201.48
Grand Total 572.98 .00 .00 572.98
b
Bin #
Permit #
'DS, S qZ,5
Project Address:
A. P. Number:
ESP Tris ih/ F'•� 6 ?'!
o
LJ
o►`�
Contractor:
Address:
City, ST, Zip: �—
_ Telephone: L
State Lic. # 7 3e
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person:
Telephone # of Contact F
ti Submittal
Plan Sets
Structural Cates.
Truss Calcs.
Energy Calcs.
Flood plain plan
Grading_plan
Subcontactor List
Grant Deed
II.O.A. Approval
IN I{OUSE:-
Planning Approval
Pub. Wks. Appr
School Fees
City of La Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Owner's Name• �
Address: �. y?s
City, ST, Zip:�,Q
2 l Project Description:
d
Lic. #:
j`T (',p^",6r�cAL i%O/-
Construction Type: v '� Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: # Stories: # Units:
son:.
Estimated Value of Project: " 'V-C�
a 7 APPLICANT: DO NOT WRITE BELOW THIS LINE
Req'd
Recd
TRACKING
PERMIT FEES
Plan Check submitted
qq
�e`�S
Item Amount
Reviewed, ready 46 orrections
12
Plan Check Deposit
Called Contact Person
Plan Check Balance
Plans picked up
Construction
Plans resubmitted
Mechanical
2q° Review, ready for correctio ssu
�Z /3
Electrical
Called Contact Person
Plumbing
Plans picked up
S.M.I.
Plans resubmitted
Grading
Review, ready for corrections/issue
Developer Impact Fee
Called Contact Person
A.I.P.P. .
Date of permit issue
Total Permit Fees
P41o2 1V /SSvE
COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH
ENVIRONMENTAL HEALTH SERVICES DIVISION
POOL AND SPA PLAN CORRECTION
Area # IV PLAN # IVP05-027
DATE: 12/7/2005
PROJECT NAME: Watercolors
PROJECT LOCATION: 79-285 Cnnl Ref!:ction, La Quinta
OWNER/CONTRACTOR: Santa Rosa Development, Inc. / Razo Pool Construction
The plans are now approved subject to the conditions listed below:
1. If the pool's air gap is located at a remote location outside the equipment enclosure, install a sight glass in the back wash
line
2. The restroom and shower details provided by you have been incorporated into the plans. These facilities must be
constructed and fully operational prior to issuance of a permit
3. Provide written approval from the Environmental Resources Division offices at 52675 Highway 11 1, Room 209 Indio CA:
telephone (760)563-7000, for the sizing of the waste water discharge from the backwash for the pool(s) and/or spa(s) on these
plans. This information must be provided prior to the final inspection.
4. Chlorinators are to be installed downstream of the heaters. An approved check valve is to be installed upstream of the
chlorinator and downstream of the heater in the return line to the pool.
5. Spa suction anti -vortex covers are to be within two inches of the bottom of the spa.
6. There are to be no shrubs, trees planters, etc. within four feet of any pool or spa.
7. Provide effluent pressure gauges on the pool and spa equipment invnediate downstream of the filter and upstream of the
heater. They are to be within one foot of the same level as the influent gauge which may be found on the filter.
S. Provide separate .waste discharge lines for each recirculation system. Do not join the spa and pool waste lines together.
They may discharge into the same receptor.
9. The flow meter is to be located on a straight run of piping at least four (4) pipe diameters downstream of any bend or elbow
and 10 pipe diameters upstream of any elbow. (Example: for a 2.5" pipe use 10 inches upstream and 25 inches downstream).
10. Upsize the pool chlorinator from Rainbow/Lifeguard model 300 to 300-29X to meet the minimum requirement of
3lbs/10,000gallons/day. Increase the spa chlorinator from model 300 to 320. See correction on pool & spa equip. list.
11. Main drains must be mininrurn 3' apart on center. Plans show 2' See correction on spa plan sheet.
-CONSTRUCTION INSPECTIONS: Contact the Plan Checker for pre-gunite, pre -plaster and final
inspections at least five (5) working days in advance. All three inspections must be completed prior to
issuance of a permit.
- A FINAL INSPECTION MUST be made upon completion of all work including fencing, safety
equipment, signs and support facilities such as restrooms.
- APPROVAL to operate shall not be granted until the facility has passed the FINAL INSPECTION, and
"APPLICATION TO OPERATE" has been completed and PERMIT fees have been paid.
PLAN CHECK BY: Jerry Dubin Phone (760) 320-1048
1 acknowledge the corrections noted herein and as indicated on the plans and agree to incorporate them during
construction:
Si,- n" at tr .
Company
vlI:11�11
11311
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(TYP. )
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M
CV
METAL GAS RISER—j
2" 0 DRAIN OR PROVIDE 12" DIAM.
OPENING IN FOOTING
GAS LINES SHALL BE INSTALLED
PER CPC FOR DEPTH,
COURSE COVERAGE, AND, PLACEMENT.
SAND —WATER PROOF
MEMBRANE
STONE CAP
#4 TIE STEEL
#4 BAR VERT. AT 32" O.C.
8x8x8 CMU; SOLID GROUT
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sac-, icf;; ns S h 0 U WbD8 Bob Cat Color
I Mini Cat Expansion JointS
VIC `5
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Hand Dig Footings
ArllPA'RES MM"4D ISTALLU'MBOGNS, SVIL B41tCA%V,
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L
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AND SAF�
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Surcharge Pump P.
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Transition Bars Pump H.P.
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Special Steps or Ledge
Gunite Inspoc Type
Therm.
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fit t i Gunite Clean Up
Rope Rings Auto
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sei
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Ll=> PLUMBING
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Color Backwash Line
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TILE Gas Line Patio Ft.
Type e. T-On G" Line Valve
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Til-to on -Steps seat,
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o A Irchit e ct u ra I d 4.2-' Si g Misc,
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Pane( Sub
Auto
NOTICE Air SwitchAS�ONRY
MBlk. Fence
E 05T-41-N 9-9 J. Box
ED OM "rHE-
Wall
A PERT.%Aff �MRJQ i Retaining
TH Red Brass Ft.
PA R T -Y 01: RIVD irL Wood Fence
'f�. iC I ljNl
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CONTRACT
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PLOT PLAN AT
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SPEC SHEET AVAILABLE FROM POOL PLANS INC,, GARDEN GROVE, CA. �r
*CONC. SHALL f5E 2,E500 psi (MIN) PORTLAND CEMENT CONC. (NOTE IN
50IL5 WITH HIGH ALKAL IN1T"r CONC. 5HAL.L BE 4000 psi, 6� 1/2 "SACK, TYPE I1).
PLACE REINFORCING STEEL 3' FROM BOTTOM AND 2 d FRON BOTH ENDS (MIN).
5EE PLAN FOR 5TEE L 5I ZE, OUANT I TY AND LOCATION.
W`ATERPROORN KEYNOTE (RET. V3'AL_LS)
•PR0VIDE ELASTOMERIC WATERPROOFING ON RETAINING SIiDE OF WALL.
WATERPROOFING SHALL EXTEND FROM FOOTING TO 2' ("MIN) A150VE GRADE.
POOL VATS--R FE— A RJ E=
~
*POOL, SPA AND FOUNTAIN. TILE AND INTERIOR FINISH SHALL BE SELECTED BY
LAND5GAPE ARCHITECT.
*POOL_ SKIMMER SHALL.. 5F- CONCEALED WITH PAVER TO MATCH PECKING. SEE
LANDSCAPE ARCHITECT FOR FURTHER DETAILING.
*HYDRAULIC DESIGN: POOL AND SPA ECUIPMENT AND SIZE DETERMINED 5Y
POOL COwRACTOR, SU5MIT CATALOG CUTOUTS TO LANDSCAPE ARCHITECT.
*USE DEPTH MARKERS IN ENGL ISH AND METRIC PER COUNTY CODE,
HARDSCAPE GENERAL NOTES.,
*ALL CONCRETE SHALL 5E .41 LIJATER/CEMENT RATIO, 4,000 psi, rol12 SACK MIX,
TYPE II FaORTLAND CEMENT (ONLY IN SOILS LU/ HIGH ALKALINE OR SALT CONTENT).
*ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN EIEL.D
PRIOR TO POURING WITH SAMPLE I ='ANEL8 E'ER SFECIFICATION5,
*INGLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAvER5.
4PARKINlr-;, ROAD LAYOUT, WALKLUAYS, WALLS, CURIBS, GUTTERS AND DRIVEWAYS eY
CIVIL. ENGINEER.
*AtCGE5 'aI ILITY COMFL-IANCE 5Y OTHF=RS.
*LANDSCAPE ARCHITECT ML15T FIELD REVIEW WAL.Kl.VA*,r L.00ATION5 PRIOR TO
CONCRETE 5E ING POURED.
*ALL GR,4DING AND DRAINAGE DE51 N, INCLUDING ALL, FLATWOR- K, BY CIVIL E'feG,
6 SCORE JOINTS - CONTRACTOR SMALL LAYOUT SCORE JOINTS IN FIELD IT-4
CON5UL.TATION WIT14 LAND&CAKE ARCHITECT. SCORE JOINT& SHALL. 5E FROVIDED
50 THAT NO 1°t`IORE THAN 400 S.F. OF CONCRETE 15 OPEN.
A EXPANSION JOINTS - PROVIDE 1/2' FELT EXPAN51ON JOINTS WITH JOINT SEALING
COMPOUND AND 5ANIDED JOINT5 5ETWEEN FLAT WORK AND 5TRUCTURE5
OR COLUMNS OR WALLS.
IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATION6. SL.EVING
UNDER WALKWAY - SCHEDULE 40 PV'C 11/2' TIMES DIAMETER OF IRRIGATION PIPE.
(RECORD FIELD LOGATIONS)
PA PLANTING AREA.
T.LU, TOP OF WALL
P05 POINT OF BEGINNING
*STRUCTURAL DE51GN BY OTHER5.
*T1416 PLAN INTE'',IDED TO PR-01ADE AES'tHETHIC DIRECTION AND PIN151-icHb e--il- -.
*LUATERFEATURE CONTRACTOR MUST SU15MIT SHOP DRAWINGS WITH EQUIFMEN.T SPEG'S
PRIOR TO CON5TRUCT ION.
*DIMEN51ON6 INDICATE CENTER POINT OF WALK. LAYOUT SHALL HAVE CONTINUOUS
UNIFORM CURVE AS SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL APPROVE FORM
LAYOUTS PRIOR TO CONCRETE POURING.
,#CONTRACTOR TO COORDINATE IRRIGATION SLEEVING 5ETWEEN HARD5CAFE AND
IRRIC;rATION PL.AN5.
r-LATLUORK KEYN0TE5:
3 1/2' THICK. CONCRETE w 1 TH 'KOOL. DECK" FIN 15H. 5,4W CUT SQUARE GRID 4' O.G. AT 45
�./ DEGREES TO BUILDING. COLOR TO 5E SELECTED.
12' GUIDE DAND CONCRETE WITH 'KOOL DECK" FIN15I-1, COLOR TO 5E SELECTED 5Y L.ANDSCx
(CONTRASTING COLOR) SCORE JOINTS 3ro' O.C. AND ALL. CHANCES Ilea DIRECTION.
3 1/2' THICK INTEGRALLY COLORED CONCRETE WITH IV SQUARE SAW CUT GRID Q 4r5
DEGREES TO FATH OF TRAVEL. FINISH TO eE STAMPED CONCRETE. SLATE PATTERN.
(COLOR TO 5E 5ELECTED)
3 1/2' THICK 12' FIDE INTEGRALLY COLORED CONCRETE 5ANDINC:x WITH SAND. FIN15H.
(COLOR TO eE SELECTED)
WHITE PLASTER PIN16H WITH CONTRASTING COLOR WATERLINE TILE AND EDGE OF STEP5.
(COLOR TO 5E 5EL.EGTED 5Y LANLD5CAPE ARCHITECT)
3' A$FHALT OVER 6' COMPACTED ROAD BASE IN PARKING LOTS 2" ASPHALT OVER COI`fo'o.
NATIVE SOIL_ 6 WALKWAY.
(� r2 1/2" THICK CONCRETE WITH & x & 10/10LUWM CENTERED IN SL ,4e. GREY 5ROOM FINISH.
3 1/2' THICK MEDIUM 5ROOM FINISH NATURAL COLON CONCRETE.
U14LL DE. IGN 15Y OTNER5.
i® HANDICAP DETAILS SEE SHEET-G 4 H GP-2.
61 3 1/2' T1---IICK 6' WIDE "-4TEGRALL.Y COLORED GONCRETE BAND"",IG q SAND 1~1NISP.
(COLOR TO E3E SELECTED)
12 3 1/2' T PICK INTEGRALLY COLORED CONCRETE BANDING WITP SALT PINISl 4.
(COLOR TO 5F= 6EL.ECTED)
a13
3 1/2' THICK INTEGRALLY COLORED CONCRETE SANDING WITH EXf=OSED AGGREGATE.
(COLOR TO 5E SELECTED)
POOL/WATER FEATURE KEYNOTES,
G POOL/SPA EQUIPMENT i-OGATIOhI
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LANDSCAPE AFIC'14ECTS, INC.
74020 ALEeBANDRO, SUITE E
PALM DESERT, CA 92260
E-MAIL,: r asrga--pdoam
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SPECIF-ICA-nONS
8I-IEET Cl BOOK
P OOJ. GR.
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DRAWN:
T1'
CHECKED:
03/25/05
DA`m.
SCALE:
1�4�,l�
REVISIONS:
PER OWNER
04/11e
Z-2\ PER OWNER
2/24/05
1� PER OWNER
7/1 /05
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