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BWFE2018-010878-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 C&t�v 4 swQaila DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: BWFE2018-0108 Property Address: 81730 WAR ADMIRAL APN: 767800032 Application Description: GRIFFIN RANCH / BLOCK WALL 262 LF / LOT 107 Property Zoning: Q Application Valuation: $6,550.00 n 0 Applicant: LENNAR HOMES-SHELLYJORDAN 980 MONTECITO DR STE 300 CORONA, CA 92879 rF SEP 25 2018 I CITY OF LAQUINTA 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 7000} of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: License No.: AEC674 7 Date: � — lG Contra ctor OWNER -BUILDER DECLARATI 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 Na Lender's Add VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/13/2018 Owner: GRIFFIN RANCH - LENNAR HOMES 981 MONTECITO DR STE 302 CORONA, CA 92879 Contractor: LENNAR HOMES-SHELLYJORDAN 980 MONTECITO DR STE 300 CORONA, CA 92879 (951)817-3526 Llc. No.: AEC674 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 rk 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: Policy Number: 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. Date: / d'J�- / Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION ViRAGE 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 t above -mentioned property for inspection purposes. Date: �s Signature (Applicant or Agent Application Number: BWFE2018-0108 Property Address: 81730 WAR ADMIRAL APN: 767800032 Application Description: GRIFFIN RANCH / BLOCK WALL 262 LF / LOT 107 Property Zoning: Application Valuation: $6,550.00 Applicant: LENNAR HOMES -SHELLYJORDAN 980 MONTECITO DR STE 300 CORONA, CA 92879 Date: 6/13/2018 Owner: GRIFFIN RANCH - LENNAR HOMES 981 MONTECITO DR STE 302 CORONA, CA 92879 Contractor: LENNAR HOMES - SHELLY JORDAN 980 MONTECITO DR STE 300 CORONA, CA 92879 (951)817-3526 Llc. No.: AEC674 Detail: 262 LF OF 6' GARDEN WALL [PROTO TYPE II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. PER 2016 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $62.40 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $52.01 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $65.02 Total Paid for BLOCK WALL: $179.43 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 LEGEND PROPERTY LINE — — — — — — — — PUBLIC UnLf1Y EASEMENT ------- RIGHT—OF—WAY (R/W) GARDEN WALL RETAINING / GARDEN WALL 3"' � TOP OF SLOPE = TOE OF SLOPE L07 10Z PW (•da.�sb'7 LOT 406 P (472.47 TW 478.33 t PC E 479,33 283,S3 ft TF 4 2.6 TOE TOP TW 478.67 p TW 478.00 TF 4 . G 471, TF 470.67 > l LL z LOT 107 PLAN PS RT o FF 47Z47 i£ I Z i 6.46' PE i71 a� cc n I va 47$.QO w ff I E TW 476.B7 1 G 472.4 n . c F 4 ,B 478.00 70.¢ I C _ VAR ADMfRAL DRIVE .V NOTE: ALL W►L4S TAi Aki VEWABLE FROM THE SiREEr 5HALL BE SCRATCH BROWN AM -20130 TDnRE W- 1 PAINT THAI' MATCHES TaE Elf MOR OiF THE HOME MSA COMULTn!G. INC LH+H�IAA / 1 HANG! I ID FL Ma ■ Cm B.m®av ■Gam Raaamw LAPRIL 2019 TU TRACT NO. 32879 , LOT i-- - 81-730 War' Admiral Drive' LOT AREA SF .Y...,.�........ _ ILA0UWARNSMEC0UNW.CALF0RMA CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FO C STRUCTION ❑ATE o BY c1'13o w&L Aam #QI'wL BW prs..tv. Ainv SHEEP INDEX SO.1 SHEET INDEX SO.2 _ EASIS FOR DESIGN, GENERAL STRUCTURAL NOTES —S0.3 GENERAL STRUCTURAL NOTES (CONI), STANDARD ARRRENA110NS r SOA TYPICAL DETAILS — —� 50.5 TYPICAL DETAILS— S1.1 6'-0' TO 6'—B' 6' CMU FENCE W/ TRENCH FOOTING S1 2 C-0" TO 6'-8' 6" CMU FENCE W/ DIP FOOTING S1,3 6'-0- TO 6'-8" 6' CMU—FENCE W/ PIER FOOTING SIA 6'-0' TO 6'-8" 6' CMU FENCE W/ SPREAD FOOTING ~T S2.1 7'-4' TO 9'-4' PROTO 11 6- CMU FENCE VIA' L W/ CONT TRENCH FOOTING S2,2 i0'-0' TQ 12'-0' PROTO II B" CMU FENCE WALL W/ CONI TRENCH FOOTING 53.1 1'-4" TO X-4- 6' CMU RETAINING WALLS W/ CONT TRENCH FTG do 6' PROM 11 6' CMU FENCE ATOP S3.2 W—D" TO 12'-0" PROTO II 8' CMU YAALL W/ CONI TRENCH FTG k 3'-0' WAX RETAINING S3.3 3'-4" TO 4'-0' 8' CMU RETAINING WALLS W/ CONT TRENCH FTG k 6' PROTO II 6' CMU FENCE ATOP S3.4 1`-4" TO 4'-0" 8- CMU RETAINING WALLS W/ 140 TOE FTG k 6' PROM II 6" CMU FENCE ATOP S3,5 3'-4' TO 4'-0' B' CMU RETANING WALLS W/ ALL TOE FIG h 6' PROTO 11 6' CMU FENCE ATOP S4.1— 2'-0" TO 6'-0' 8' CMU RETAINING WALLS W/ NO TOE FOOTING NO FENCE ATOP — S4.2 2'-0' TO 6'-0' 8' CMU RETAINING WALLS W/ ALL 10E FOOTING k NO FENCE ATOP S5.1 6'-0' TO 6'-8' 4' CMU FENCE W/ TRENCH FOOTING S5.2 6'—O' TO 6'-8- 4- CMU FENCE W/ DIP FOOTING --� S5.3 _ 6'-0' TO 6'-8- 4" C.MU FENCE W/ PIER FOOTING ^� SE,1 -- — 8- CMU Pl Imlz— '' S6,2 PROTO II 6CMU LOW FENCE WALL 41 qL{ S15'iIO W 1L7ROW-- S7.1 6'-0' TO 6'-8" 6' CIAU RETURN FENCE 1R W/rTR f4 jh r S7.2 6'-0' 10 6'—B" 6' CMU RETURN FENCE WALL C74ON 0 PLAN CHECK 03.07.17 REV 4 DESCRIPT(ON DATE PROJECT., PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH LA OURVTA, CA T"LE' SHEET INDEX j PROTO-16 WALL SYSTEMS DROJNo.;STO R I M R. p C KE N G I N E E f. I N G 4111100 CASCADES COi1RT ATTN: OARY DTTO PROJ No.; STD _ 9090 Y. PCHiE1Y0i4 N8N�1~I.5A3V1E1.STE 2i0 U fi PATErh�o�6pLleiL(ADa�twa+ e � taeas�P-aHW951) 60-3.C79O3fA SHEET: LASVEQAS NVQS�pW702p A paryoo0pro as9 Ara leN�UR +,a 1.487 PnOTO-SI WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS 01 U J 4� o� No. C69616 EXP. 6/30/ 18 s'� CIVIL CAL1F�� 03-07-17 mmCS 7. PROVILIE 1 4 I10,317 �t,l 16- 0,C EACII WA , AT 001 Of f0014Nt 3- EDGE OF F-IIlA`;ILR FOONI.G 4 14 VERT W 6=1 EACH i0n''fdCfi ELL A5 SLiovai 6• CLOSED T11S Al TOP A119 Al 8"3 D C MAX. PROVIDE 2" MitI GROUT COVER ALL AROUND 6. CMU "CC Y;ALI, PER APPLICABLE VIALL SECTION DETAIL, AS OCCURS TYPICAL 8" CMU 3 ¢` PROJECT, PROTO II STAN WIND EXPOE;U tE C AT 110 MPH Q PLAN CHECK 03.07.17 LA OWNT-A. CA REV k DESCRIPTION DATE TITLE: TYPICAL DETAILS DATE: 02.06.17 PROTO•IITtI WALL SYSTEMS 171M ROCKF NCCINE'EIZfNG A 1600 CAS LADES COURT PROJ No.; STD BMW CHEYE1JNE AVE,. STE 2I6 TEl,SECtltn, CA 92$7f ATTf 54 -3 70 LAS V£4A5, !JV B9s25 Vn+lIY.PIiDID2.CO,ls PIi+1 fp511641.3793 SHEET: PH. 707.A31t.S311 u s 1•AIrIPTD;. rca p» aa+ garyv o . roloB.COId S6• �I alma,b-.,zA�s> aaux7114 a�wrran�+ci+v S6 I PRO70-II WALL SYS7Ef.;S MAY ONLY BE INSTALLED RYAPPNOWD AND CERTIFIED INSTALLERS ��, = 7. PROVDE VERTICAL EXPA,N510,+i JcdNTS NJ FENCE Y11dL5 PER GSN 8. NON-STRUCTURAL DECORATIvE CAP/RAISED PATTERN AS OCCURS PER ARCH. ►4DGHT NOT TO EXCEED 200 LOS 9. PROVDE V{fll M?El NY CELL ADAACCNI 10 PIIAS71R PER VER1 RCIh5ORC1'iG REOUIREMEWS OF APPLICABLE MALL SECTION D;TAIL IT. STOK VENEER AND ATTACIRICNI BY OTHERS (10 PSF "k) Ew A REFER TO CSN AND T1PICAI DETAILS FOR ADDITIOI4AL REOUIRCLtENTS A.'O IIELTS SHOWN BUT N0I h�OTED B. WET SET 1 sl COURSE I'dT0 FIG M- MIN C, PILASTER MY RETARD UP TO 6'-0' l(Ak OF SOIL PROV10ED Pump FORTING Ckfu A—ONG RETALVED FACE ftlTCHES Auld STRUCTURAL REOUIRFLIENTS Of APPLICABLE RETA106 1YAtt DETML PILASTER N HEIGHT 8' Cmu TOE Di.WNS04_ TOO 7 -4- 0'—a'fl UWLASTIRW l0'-0" 1'-0" 12,-0' I'-2" 7'-4' tl'-6" a.-B- D'-8- A 10'-0- U'-9" . 12'-0" T.-0. VARIES 0 4 r- - J C1�1 Pn�tsrFR aAN,� BUILDING & SAFETY DEPT. APPROVELr FOR CONISTRUCTID SE QRgF£ Ip�� w F— I� I CC No. C69616 o * EXP. 6/30/18 k�x.�°F IOU OF 03-07-17 i DIP FIG DEPTH AT TOP Of 2-1 SLOPE 5FTf31CK FACE OF FIG 64N DIP FRG DLF'l11 TO TOP OF SIOPF - I'-0"z'-e- 0'—l" 1D 0'-11' 3'- 1' VAX WALL VAX DIP HEIGHT I00IING F'I HINT SPACING G CIAU SPACING 0 6'-w 10'-8" O.C. ` C-0' O.C. 8'-d" O.C. -0' R" O.C. to 141141. EQ I I�z1 �I 1NQ y II — � t< _L - o f1G j It172 TYPICAL 6'-0" NO SCALE r Q PI,AN CHECK 03.07.17 REV R DESCRIPTIDN IDATE Gl T' 11 .�,le, 2 MIT: I 1, POST TLFISION ROD, REFER TO SCHEDUI.E FOR SPACING 2. HORIZONTAL J01141 REINFORCING PLIR G$N, PLACE IN FIRST TWO JOINTS 9CLOW PIATE WASHER ANO 7'-0" O.C. TIILRFAFTF,IR UNIII THE TOP 01 I'OOTING IS REACHED 14 CONI RLINF 4, TOP OF LEVEL NATURAL GRADE OR COMPACTED SLIBGRADE 5. COAT, CONCRETE SETIING PAD 6. THICKEN CONCKLIE SETTING PAD TO PROVIDE 3' MIN COVER AROUND PT ROD AND NUT. AS R[O'O. WHERE PT ROD OOCS NOT ALIGN W/ RIP FOOTING 7, TINE OF DIP FIG BEYOND S. IRL14CII IAY fit OVER I XCAVAIEO AS SHOWN. FILL W/ C014PACIF.0 FILL PER GS14 OR CONCRETE 9_ VERTICAL REINF W SID HIM Al DTP FOOTINGS TOP WALL$ OVER G -0' HIG4. USE (1) 14 IN CENTER OF I8P io. 3" MORTAR COVER AROUND COUPLER AND/OR POST ROD D Al FIRST COURSE DIES A REFER 10 GSN A140 TYPICAL DLIAILS FOR ADDITIONAL REOUNEMENTS AND NCUS SHOWIN HIII NOT NO1E0 0. WALL $HALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCFWTGED, LIND L' PLACE FIRST BLOCK INTO WE] CONC 10 RECESS 1/2- MIN. 3/4' NAX D. NO COLD JOINTS ALLOWED IN DIP FOOTING E, POS1 TENSION ROD, SPACING DOES 001 NEED TO LINE UP W/ DIP FOOTING TO OAYLIGI IT I 4 Q i_ I N TA ! 11 6" CMU FENCE WALL W DIP FI��TI�IC=;t J1IV;i'f 1 Cori b tgrr-�- sac, o PROJECT. PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH LA OUINTA, CA TITLE TYPICAL DETAILS a, ^ �V`'•'�J PHOTO-111r,, WALL SYSTEMS DATE: 02{10.17 PROJ No. STD pIM1-40CKI'.wlfgLL21.6 CIIEVLAVE 41800CASCADES000RT ATTN:GARYOTTO TEECULDOA 925,91 PHU911 694.3793 WWW.PRCONI garyoloQvolob.COIA C?tASVi: SHEE1: 1'200341. i - SN091S97 PH 702•H30•5111 IlF1•A1fHTE'D51p11111 ab�117R7.A71M1e7 M1pF�7ME 1tSte udl�tl .Ri J MAY OHLY DE INSTALLED BY APPROVED AND CERTIFIED IkSTALLERS' PROT 0.11 WALL SYSTEMS