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SOTB (14-0639)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 14-00000639 81181 MERV GRIFFIN WY T-ity 4 4 Q" 767-780-084- - - STRUCTURES OTHER THAN BUILDINGS LOW DENSITY RESIDENTIAL 30000 Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION 1 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: C8, 10, 27, 2 Licens 656128 ate: 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 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 sale3. (_) 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 _ 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 ,Z Owner: IOTA GRIFFIN LLC 4675 MACARTHUR NEWPORT BEACH, Contractor: TESERRA P.O. BOX 1280 COACHELLA, CA (760)398-9222 Lic. No.: 656128 VOICE (760) 777-7012 FAX (760) 777-701,1 INSPECTIONS (760) 777-7153., Date: 5/22/14 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I eve 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 EVEREST NATL IN Policy Number 7600006481141 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 forthefnv yr rWv-those provisions. L/ �QaIe:V Applicant: WARNING: FAILURE TO SECURE WOES' 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 construction, and hereby authorize representatives of this cou ty to enter upon the above-mentioned property for inspection purposes. ykate:Signature (Applicant or Agent). LQPERMIT -Application Number . . . . . 14700000639 Permit . . . •ELECTRICAL 2013 "Additional desc Permit Fee 23.83 Plan Check Fee ., .00 ' Issue Date Valuation 0 Expiration Date 11/18/14 ' Qty Unit Charge Per Extension 1.00 23.8300 LS ELEC DEVICES, FIRST 20 23.83 ,t -- - ------ ---------------------------------------------_-- -- - * i. Permit . . . PLUMBING 2013 Additional desc Permit Fee 23.84 Plan Check Fee .00 . . . . Issue Date Valuation 0 Expiration Date 11/18/14 t �r-f• Qty Unit Charge Per Extension - 1.00 11.9200 -EA PLBG WATER INST/ALT/REP 11.92 1.00 11.9200 EA PLBG BACKFLOW DEVICE 11.92 Special Notes and Comments INTERACTIVE WATER FEATURE AT COMMUNITY POOL - INCLUDING SURGE TANK, DIVERTER . BOX AND SPRAY TOYS. 2013 CALIFORNIA BUILDING CODES. May 22, 2014 9:52:58 AM AORTEGA - ----- - -------------------_----------------- Other Fees BLDG STDS ADMIN (SB1473) 2.00.. PLAN -CHECK, ELECTRICAL 23.83 PERMIT ISSUANCE M/P/E 90.57 PLAN CHECK,`,•PLUMBING 16.69 Fee summary Charged Paid Credited Due Permit Fee Total 47.67 .00 .00 47..67 Plan Check Total .00 .00 .00 .00 Other Fee Total 133.09 .00 .00 133.09 Grand Total 180.76 .00 .00 180.76 Bin # City of La Quinta Building 8T Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253. (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: �� /Tzl(el"ra r A. P. Number: Address: Legal Description: Contractor: City, ST, Zip: Telephone: :#:>::>:;::<::::>»:.>:>•;>:;.:.;;:;:;> Address: Project Description: City, ST, Zip: �u/��iGC L Telephone: Q e 2 � 1J/�C✓2 � 2 l State Lic. # City Lic. #: Arch., Engr., Designer: Bin # City of La Quinta Building 8T Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253. (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: �� /Tzl(el"ra Owner's Name: C� A. P. Number: Address: Legal Description: Contractor: City, ST, Zip: Telephone: :#:>::>:;::<::::>»:.>:>•;>:;.:.;;:;:;> Address: Project Description: City, ST, Zip: �u/��iGC L Telephone: Q e 2 � 1J/�C✓2 � 2 l State Lic. # City Lic. #: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: :<::>::: :«<::;>s Construction Type; Occupancy: State Lic. #: Project type�(c�ir)cle one): ew Add'n Alter Repair Demo Name of Contact Person: ���y�Gf�..,, Sq. Ft.: wV # 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 lj l Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" 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 correcti Iss eveloper Impact Fee \ Planning Approval Called Contact Person, A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees �� 7b PI—61014c CITY Or -LA OUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE'S I—A .13y— ACTIVATION Y ACTIVATION SENSOR WITH' ` 1/2" THICK LEXAN LENS (typ of 2plcs) ' BASE TO BE SECURED WITH 5/8" EXPANSION 31 08811 1' ANCHORS (typ of 4 plcs) ATTACHED SKIRT GASKET CONCRETE SLAB TO BE 6" CONCRETE TO BE LEVEL MINIMUM OR PER LOCAL CODE 02'-0" AROUND CONDUIT 1" CONDUIT FROM CPU TO BOLLARD SENSOR WITH 4 CONDUCTOR #18 GAUGE WIRE (or larger) t 1 B a N M� Z o _ a in j J R U t BOL-AOO1 tl0 m no. a m a N M� Z o _ a in j J R U t BOL-AOO1 tl0 m no. 7-21" o Y-7$ 5., 04 O R 68 C v ® g ®0li ATTACHED SKIRT �CIL- d 3/4" FEMALE + 13 1l2" BASE TO BE SECURED QUICK CONNECT WITH (4) 01/2 S.S. EXP. ANCHORS • P OMNIPOD ADAPTER — 3/4 MALE QUICK CONNECT CONCRETE SLAB 6" MINIMUM CONCRETE TO BE LEVEL THICKNESS QR EER LO 02' AROUND OMNIPOD NOTE: d =NOT EXCEED A FLOW RATE OF 2.5 GPM d °•' ° a ' a a Q WITH SUPPLIED NOZZLE AS THIS RESULTS IN A WATER VELOCITY GREATER THAN 15 FPS. gr OTHER NOZZLES WITH HIGHER FLOW RATES - z AND/OR DIFFERENT PATTERNS ARE AVAILABLE. OMNIPODo 0 i#2 VALVE MUST BE INSTALLED ON SUPPLY LINE g TO REGULATE FLOW. A 2" WYE STRAINER IS o PROVE.IDED TO BE PLACED DOWNSTREAM OF VALz #3 HEAD REQUIRED AT BASE OF FEATURE, FOR z MORE INFORMATION SEE TECHNICAL DATA a SECTION. g d #4.WFCN-004-OM IS PROVIDED WITH A RELIEF VALVE. 2" SUPPLY OR AS REQUIRED " SUPPLY VALVE SHOULD BE SET WITH 50% (MIN) OF FEATURES OPERATING. WITH FOOT ACTIVATED VALVE IN THE OFF POSITION, INCREASE FLOW UNTIL I FLOW/PRESSURE CAUSES RELIEF VALVE TO OPEN AND WATER COMES FROM THE BARREL. THEN, FLOW 2.5 GPM WFCN-004-OM •. REDUCE WATER FLOW SLIGHTLY. i HEAD 8'-0" „,,}}}},,,,F' :i i � _ .r � , Jr .'4.•. r h.. i. .. - - .iK �' , i p D y �.` .� y � �,. � y �f 1 « w r ' „3 - � -,�„ �-.y A , , t � '• y ,+ a'` ! R-r •-' r �fw :: r�J ,,, `,C' �eS'w. � r wi• ` } Ilk 4. �',v"•iH•• ,t Y 'Yl Y_ 4s �t q`f �'� D �"h�.. ". - > • r T�'z ', _ -52 _ w �ki A �k y i; fie �+.. 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'� w �.' - .? -t•"�. 12 •4. .. rt P U 4 �'. � y „t' ,ire ? ...: s s1 .r a Y1.� 1 . 3 ,�, ._ x S w . r - .f^ t - - Jt •Aa� �'.) II J 11d « w ,,. 3 4 � {� � � t .n f � ', 1t� F f is y �::: ivy. rt1 ! � � � I } ' . � ' ,� A' f, ' n i 4 *• , e µ' t , - t •«l �: t !•• ' Y � •i . '�+ � . $ t t€'�� ,�. �� A ti ` - - 4- q; v.LL �'� « S J �' `*t µ „ >� � s:a+ at iR�. '� t:. v d ''t. vt -t : "1 �,t �� � ` � r .. � ry .rJ's •� .* « r` . -ti e4 q ' 1 .r• -'..44`� V - 27 16 34 uW y. „�,S i F �, - f• •t "p "`'. & T 33�11 A +} s + 4dr y GPM FLOW 4 A S? e , 1. �' •' r , ,. ... H� , HEAD Y r SuppLyuNr 16 D rt s . ro uc s,Ltc NESTING 2121 Cottage St. Ashland, Ohio 44805 T 419.207.1229 " DMHIPOD • - web www.raln-dro.com - ' SECTION A-ADIVERTER R 4" GEAR OPERATED EMBED STPRD P eREV BUTTERFLY VALVE • B B - -1 - CS 1 r. ma�mr� d UKAWN WINTERIZATION COVER 1/8" THK. WINTERIZATION COVER TO BE FLUSH W/ CONCRETE SURFACE d a \ a . a a co n a NOTE: AREA OF INFLUENCE 6'-0" IN DIAMETER PATTERN VARIES WITH FLOW * HEAD REQUIRED @ BASE OF FEATURE SEE TECHNICAL DATA SECTION FOR MORE INFORMATION. 11 3/4` TAMPER RESISTANT , W/ S.S. SCREWS SPRAY EFFECT IS ADJUSTABLE IN HEIGHT AND DENSITY 9 16" DIAMETER WATER OUTLETS CONCRETE a ° a a -PVC BODY W/ COVER 2" PVC SLIP CONNECTION NOTE: VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE FLOW FLOW 43 GPM HEAD 10'-0" aUr -t c oo ..: =o E-+ wo yrL, Za ^ P M F+ -I (Eon Olt MO m MW �W f/1 z � Z i O g g piQ J lYj � z d� N } II TJT-00 k. AREA OF INFLUENCE: VARIES WITH FLOW OPER RESISTANT COVER TER OUTLET —UPSTREAM JET BODY SLIDES INTO OMNIPOD AND IS SECURED WITH (4) S.S. TAMPER RESISTANT SCREWS. CONCRETE SLAB 6" MINIMUM THICKNESS OR PER LOCAL CODE a �d .. a d . a . dd a NOTE: -#,=NOT EXCEED A FLOW RATE OF 9 GPM AS THIS RESULTS IN A WATER VELOCITY GREATER THAN 15 FPS. #2 VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE FLOW. #9 HEAD REQUIRED AT BASE OF FEATURE, FOR MORE INFORMATION SEE TECHNICAL DATA SECTION. vr� na r�c\dv�r�cv FLOW 9 GPM HEAD 1 4'-0" JI 'a 0 a co .DpS ®old 0� t w P a �Y D O Z 8 ° Z 3 i J O F E JJ UPIT-007-OM AREA OF INFLUENCE: 3'-U" DIAMETLR VARIES WITH FLOW. TER OUTLET ~ TOP VIEW TAMPER RESISTANT COVER TINY TOOLIP BODY SLIDES INTO " - OMNIPOD AND IS SECURED WITH (4) TAMPER RESISTANT S.S. SCREWS CD m i CONCRETE SLAB 6" MINIMUM CONCRETE TO BE LEVEL , THICKNESS PER LOCAL CODE 02' AROUND OMNIPOD 2" WATER SUPPLY OR AS REQUIRED - NOTE: W=NOT EXCEED A FLOW RATE OF 14 GPM AS THIS RESULTS IN A WATER VELOCITY GREATER THAN 15 FPS. #2 VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE FLOW. #3 HEAD REQUIRED AT BASE OF FEATURE, FOR MORE INFORMATION SEE TECHNICAL DATA SECTION. CUSTOM CASCADE FLOW CHARTS 1000, 2000, and 3000 Sheeting WaterFall Series Recommended gallons per minute: 1000 Series-10gpm, 2000 Series - 209pm, 3000 Series - 30gpm. Metal Series Plastic Series 12" ■t1■t ONE No mom 18-m&1 RISEN ■t NMI is 0 1101 36" 104 VIRIMS 42" Emil No ME F No No MI MEN W 60" MENEEM NOMENE 6" 12'r 18" Distance of Projection These flow charts reflect approximate sheeting and projections of water based on gallons per minute (GPM) per foot of waterfall length. Water flow will vary with weather conditions, project design and overall hydraulics. ArcFall Series 12° 0 611 z 3„ Distance of Projection 6" ©Copyright 2012, Oreq Corporation, All Rights Reserved I® GPM gallons per minute per ft. of unit. ctoill Page 13 asciOe CUSTOM CASCADE SPECIFICATION GuI DE — . STI 6 __......_ Specs provided are for "standard" units and may vary slightly. Custom orders are always welcome. Sheeting WaterFall �-- 4.25° —� .6251 T '®®® 35' 2.875"series t1.5 PV( —f -2.751--i Pipe Sheeting WaterFall & RainFall �-- 8.75' .151 ^y 6000 3.625° 2.815° series 11 15 PVClI f._.2.7T: Pipe Sheeting WaterFall & RainFall 1 14.75'—� .751 l 12° 3000 3.625- 2.875' series 13PIC R RainFall F-- 4.5' .62s°T l -- F- F- 1.75" 1000 35° 2.875"series I 1.5 PVC 1 �---2.75° Pipe RainCurtain, CurtainFall �-8.75 .751 I— 6' 2000 2.875' series .l RainCurtain, CurtainFall 3.625° 1sPu�1 Pipe 14.75' 12 3000 2375' series 1 CurtainFall 90, RainCurtain 90° i -- 5.75' T 1.75 4��jj 2.25'I' 1000 35' .75' v5'series 1 1.5 PVC 1 Pipe CurtainFall 90, RainCurtain 90' �-- 8.75' ---� 3 525' 1 CurtainFall 90, RainCurtain 900 -- 14.75' 1.75 t I[F-1125' 3000 3.625' F-,� 3.625' 75 2.815• series I 3 PMVC -i3pvct pip 1---2.75' PiN ArcFall RainArc ArcFall/RainArc Vinyl Application 3/16• �9.75" 15PVC 9.75---1 Opening 9.75 ISM rPipe �— Pipe 1.5 PVC D Pe 1 a• 1 7"1 T 3.625° 3,625" I 87 . 1 7 2.875 T 1 3.625' 2.875.1 2.75' i Channel Spouts Decorative Colors White,Tan, Gray, Black Opening Specs: 1000 Series Waterfall - 1/8" 2000 & 3000 Series Waterfalls - 1/4" Custom Cascade RainFalls, RainCurtain, RainCurtain 90° RainArc* hole pattern 1"Spacing . . • 1/2" Spacing e Y • • e • e • * 1/2" Spacing Offset O ® Y 0 • • ® . *Not available for RainArc Holes are 5/32" D Set back 3/8"from front of lip. Page 10 ©Copyright 2012, Oreq Corporation, All Rights Reserved WINTERIZATION COVER 1/8" THK. WINTERIZATION COVER TO BE FLUSH W/ CONCRETE SURFACE • da d ° d ° CD NOTE: AREA OF INFLUENCE 6'-0" IN DIAMETER PATTERN VARIES WITH FLOW * HEAD REQUIRED @ BASE OF FEATURE SEE TECHNICAL DATA SECTION FOR MORE INFORMATION. 11 3/4' TAMPER RESISTANT W/ S.S. SCREWS SPRAY EFFECT IS ADJUSTABLE IN HEIGHT AND DENSITY 9/16- DIAMETER WATER OUTLETS -CONCRETE ,4 ° u C d - C d 4 d PVC BODY W/ COVER �— 2" PVC SLIP CONNECTION NOTE: VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE FLOW FLOW 43 GPM HEAD 10'-0" 00 'tc CO N 0, Za ILL M 0 1c>Ot w\ 00 I � '11112.- G 0 � y �y M w J Z z z o g = z ^ m J s M II TJT-00 moom mm