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BWFE2016-009478-495 CALLE 7AMPICO LA QUINTA, CALIFORNIA 92253 T4t�v 4 4 Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number:, BME2016-0094 Property Address: 54930 MADAGASCAR WY APN: ' 7678b0073 Application Description: GRIFFIN RANCH LOT 148 BLOCK WALL 270 LF Property Zoning: Application Valuation: $6,750.00 K Applicant: ULRICH SAUERBREY IrLAM42D74948 LIVE OAK STREET5 X66 INDIAN WELLS, CA 92210 CITYO INTA LCO— M; TYDEVELOPMENTDEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under pr visions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business an Professions Code, and my Lice a is in ful orce and effect. License C s : B icee No.: 728102 /� '`Date: �� .�(n_Contractor: OWNER -BUILDER DECLARATI I hereby affirm under penalty of perjury that I am exempfrom the ontractor's State License Law for the following reason (Sec. 7031.5, Busine of 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 withiri 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 Name Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/19/2016 Owner: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALI50 VIEJO, CA 92656 Contractor: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)349-8269 Llc. No.: 728102 WORKER'S COMPENSATION DECLARATION 1 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: _ Polity Number: _ I certify that in the performance of the work for which this per itis issued, shall not employ any person in any manner so as to become subject to t workers' compensation laws of California, and agree that, if I should beco esu ect to the workers' compensation provisions of Section 3 0 of the or Code shall forthwith comply wit t se pr isions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO RAGE I UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES D CIVIL F ES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITI TO THE C ST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3 06 OF T 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 l have read this application and state that the above informati is C I agree to comply with all city and county ordinances and st a laws rel ng to b construction, and hereby authorize representatives of this ity to ent upgCfFhe above -me Vioned jproperty for inspection purposes. Date: Z ` Signature (Applicant or Agent DESCRIPTION FINANCIAL INFORMATION ACCOUNT ` QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD ., RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 - DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $58.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY -DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD = RECEIPT # CHECK # CLTD BY 'DESCRIPTION ACCOUNT QTY AMOUNT - PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL: TOTALS: $166.77 $167.77 $0.00 00 ``• Permit Details PERMIT NUMBER 0 - 9 City of La Quinta BwFE2o16'=x4 Description: GRIFFIN RANCH LOT 148 BLOCK WALL 270 LF Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 4/18/2016 MFA APPROVED Approved: 4/19/2016 MFA Parcel No: 767800073 Site Address: 54930 MADAGASCAR WY LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 148 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $6,750.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: 270 LF GARDEN WALL [PROTO 11 SPECIFICATIONS) PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. PER 2013 CALIFORNIA BUILDING CODES. jApplied to Approved CHRONOLOGY CONDITIONS INFORMATION CONTACTS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT ULRICH SAUERBREY 74948 LIVE OAK STREET INDIAN WELLS CA 92210 (949)349-8269 ulrichs@uslandlink.co m CONTRACTOR LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO CA 92656 (949)349-8269 lennar@lennar.com OWNER LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO CA 92656 (949)349-8269 lennar@lennar.com i FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: Printed: Tuesday, April 19, 2016 3:32:41 PM 1 of 2 sysTEMs Printed: Tuesday, April.19, 2016 3:32:41 PM 2 of 2 V - SY57:M5 ACCOUNT; QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD, PAID BY CabDESCRIPTION BY WALL/FENCE - EA 101-0000-42404 0 $58.00 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600TO $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $166.77 $0.00 TOTALS:• 00 Printed: Tuesday, April.19, 2016 3:32:41 PM 2 of 2 V - SY57:M5 K. .LE.G.END PROPERTY UNE AIR CONDITIONING PAD - PUBLIC UTIL" EASEMENT ' CONCRETE r STOOP RIGHT—PF—WAY (R/W) SIDEYARD GATE WATER :m Al K4 FIRE WDRMT VER MAIN -T WA17ER ME ER' W� GARDEN WAal SEWER LAC-IERAL RETAINING GARDEN WALL TOP OF SLOPE TOE .OF SLOPE NOTE:; :DIMENSIONS SHOWN ME NOM* PLOT PLANS vKY NOT SHOW OURRM nOMD I-WOR14ATION. REFER* TO.Tj4' TO'861tV00 FACF AIJ0 NOT TITLE REPORT FOR otmuistoNs. CASEKIENTS. AXD OTHER INFORMA70014 OF RECORD- ARCHir--CIVRAL POP-OUIS DRY UMMES ARE NOT $KO*A'N ON THIS PLAN.., MSA C pNc LENNAR MFfIN RANCH MARCH 2016 *'omm-lio clm'Eowl-lmsmumLL-&T? Lol D'. 3MWD &)a SO -M DAWR •.1i N .N*Z.GP v CA 9nM TRACT NO. 32879' LOT AR EA Tmxrv�vd (m) 320.9w, w, PAX ow) v -,mm LOT 148 - 54-930 L Madagwar Way 11 v946 SF LENINAR LAOLARTAMSWat-zCOUNW,CAL FORMA R80 t4ONIECITO DRIVE CORONA.: GA OU75. (9,51) 817-3663 LE SCA 3W 1 _ DATE= r sin. ff f'emtfi s i Mdmw Qty of La Quinta . - SoUdirr-, aSafe€y Divixiotr - P 0 Box 1504, 76-495 Catfe Tartspfc6 L-i:,Quinta, CA 92253 - (7601777-7012 Building. -PerT t Application and Tracking Sheet Griffin Ranch _ Ocmcr'sN»sYie;: tehnar Homes, Inc •' Adcrcn; 980 Montecito Or, Suite 342 i si DE3cri taoR; TIM 32$7 _ Cary ST', 2: ; Corona; Chi 92879 c*nira.-tor: • ;Lennar Homes, Incl ... Ad a: . Same as above. I�W e�t nesc*t n ci, sr, zio.Construction of, phase -5,56 and-M-Bgjmg# Tdephda s anti Pimlico Lots 148,195,196,1:98 Fife, . cityL c.it On Fite See; Attached Wall Summary Sheet City, ST, 747 'le�epfao�e: Narftof.coitisacY? , .�- 4:oisstructiaaT"yue: �p��y: Pmje tYPc (colcin Nc;v Add`u Alte•RqWr Dcm Wrich saue4breyFt- t aStd i3na r .760-610-941,0 cir oat C<rn Y.PG."son 760-6ti-941,0 �'�al ofl 'cck APPf CANT: DO NOT elf MOW #•M UW Sotrm4YL 7Et 'd Ftes'd Y TRAMNIG PEft RTFEES ki>s+Scig Cf sebdJttect A:arcao Stzudaia Csies . , f ievie� , he p fsr corrrz*ioas PUo Chat Deposit rtt4s Cstca. cium omftck£crsott a t ech B?faace• 'kiHe2s �ctae. pP�s �ftked ffip F'ons:ci�ctosi' vtood vhEt pun Pizasteiu�a i(t� a;t«ru E digtg,ptAtt 2"'9 Mew, r0aidy for tdrro fiw3srowc E;ltettte�t $vbcOat4etbs,t,i� CatteQ COrstt+etl�aruti i'fitdtbtNg Crsnc't?rsit ru," 0*,d tr.a AggrQvsl f'iaaas resabmCkftcd f:radiao :4.v#Revmw,trs¢p for'corteet€oasawm ULeels[tet:ttGtsacc tt . f'rStidhg �,pprcyv:;. GiFe4 Go»;tRtt�ei3ot� �,rx:e: £�Ir VI'Tas Atspr, Date dro"#f: nve .Schotii:Fees - `t`otxf S'ecs*iitlPirts 6".. W-87) HIGH ' LOW VIEW WALL. - EXPOSURE C - TRENCH FOOTING TRENCH DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH* 'D' TRENCH FOOTING 12" T0.36" 2'-2" 6" TO 11" 2'-7" 3" TO 5' 2'-9- b 1 6- X a (oo;� f: va to I :: IL co 00 ' SETBACK 1 11 PER 1` CHEO z !: cr U� �U Z N W W [t J foo LJ L.J p (n [- aw ¢ o CD NAV) (..1 p. DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL. BEARING PRESSURE = . 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN.. 3. SEE SHEET B AND SHEET C PRIOR TO START OF CONSTRUCTION. GLASS WALL OR WROUGHT IRON FENCE AND SLEEVE PER MFR'S SPEC. SUPPORT POST PER MFR'S SPECS (8'-0" O.C. MAX) EMBED POST SLEEVE FULL HEIGHT OF WALL. GROUT POST CELL SOLID. POST TO BEAR ON FOOTING 2 #3 CONTINUOUS IN SOLID GROUTED BOND BEAM TOP AND BOTTOM OF WALL STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL—SIZE PER SHEET C PROTO II FENCE WALL POST TENSION (PT) ROD SEE SHEET B FOR ROD SPECS - CENTER IN WALL CONTINUOUS CONCRETE TRENCH FOOTING 2 11 FENCE WALL SCHEDULE AT LEVEL SOIL \ MAX DESIGN WIND PT ROD 'D' EXP/MPH SPACING MIN. C AT 100 3'-4" '2'-2- C AT 110 -- -- C AT 120 -- -- � 14 CONT. AT HOOK EXTEND INTO FOOTING FOR PROTO LESS THAN 2'-8" (MIN 2'-8" TOTAL EMBED) S'-0" TO DAYLIGHT MIN. 8� CON T. u"I (�. OF LA QUINTA BUILDING & SAFETY.DEPT. APPROVEn FOR CON TRUCTION ROTO II STANDARD A QUINTA, CA FE SAO Y 9l DATE . so JOB NUMBER p y Z G, SEALED ON _ _ 14 115 9155 CODZ S 55 f10 SC0�2 TRACKING ¢ DRAWN m 14-115-8964 TMH * cnRuso $s_m PROTOaI im wAu sYsTties oATE ENGR sT RUCT TURI.EY l +a eW@e@ WWW.PROT02.COM 41800 CASCADES COURT TEAIECUTA, CA 08.19.2014 JAC 9TF p� SCOTT INC. o^ b�- 92591 ATTN: GARY OTTO 51 694-3793 PACKAGE SHEET OF CA�1F www.ctsoz.com a 6�� awwH� rolorLcom (WAY ONLY 09WAUED AaRto o »((�tsen t�sriutRs) 56.5 A s..,m a naOc Pas[-70MMIEo MASORW wu THESE DRAT14(GS/CALCUTATIONS ARE CONSDERED MA(INARY -NOT FOR COIJSIRIIC7ION DR CORDW(; UM.ESS THE STRUCTURAL ENOiM OF RECORD'S SEAL tS AFFIXED IMIN 11RI1TEN SIGNATLW- T=4" TO 8'-8" HIGH 16" SQUARE MASONRY PILASTER - LEVEL CONDITION (1) #4 EACH CORNER J2 TIES AT 8" O.C. DESIGN CRITERIA (PER 2013 CBC):. SOLID GROUTED CELLS 1. ALLOWABLE SOIL SEARING PRESSURE 1500•PSF MIN. - - - - - - - - T 2_ ALLOWABLE SOIL PASSIVE PRESSURE 150 PCF MIN. - - - - - - - - 3. SEE SHEET 8 PRIOR TO START OF - CONSTRUCTION. 16" CMU PILASTER L 4. NO VENEER ALLOWED. - - - - - - J HEIGHT PER SCHEDULE PROTO II FENCE WALL MASONRY PILASTER SCHEDULE AS OCCURS HFOOTING FOOTING PILASTER CAP AS OCCURS- 1 L J w X a FINISHED GRADE = z v� N 3"- CLR . FOOTING WIDTH AND REINFORCING PER SCHEDULE 6" CMU PILASTER #2 TIES AT 8. O.C. (1) #4 EACH CORNER SOLID GROUTED CELLS DOWELS TO MATCH AND LAP VERTICAL REINFORCING - SEE SHEET B STD. HOOK .. MAX WIDTH REINFORCING V-8` 2'-8" (4) J4 EACH WAY 7'-4' 2'-10" (4) J4.EACH WAY 8,-0" 31-0" (4) 14 EACH WAY 8'-8` 3'-1' (5) 14 EACH WAY DOWELS TO MATCH AND LAP VERTICAL REINFORCING - SEE SHEET B STD. HOOK ° Cl I Y -OF [A QUINTA BUILDING & SAFETY DEPT. APPROVED PRIMANDARD FOR CON RUCTION CA 0 ES /O O `�2 m k 0y sEALFo ON DATE BER NUM155 . 8�19�14 '�Ap`I"c ulS 4 55 m ul m oRAW�r no scale 14-115-8964 TMH * CARUSO • PR -WALL SYSMUS DATE ENGR si RUCT� TTJRLEY ao e� u8„gpp W WW.PROT02.COM 08.19.2014 JAC 41800 CASCADES COURT ��P 9rF Fps is SCOTT INC. «^ aeW � TEMECULA. CA 92591 ATIN: CARY OTTO PACKAGE SHEET PWL OF CA1� www.ctsoz.com a� dna . av ?�iNr.:.l,,: ,=., (951) 694-3793 - 9oryotlo�protCXLCom ��+.� p eY APPRp1fp ANDCfR161o) WSTALURS) v H (MAY ONLY BE nsjr i', . 7M 6'. No C 1100{ Post-tE�o WAso w FALLS WAS WE DRAWINGS/CALCMATIONS ARE CONSIDERED MIAINARY -NOT FOR MTRUCROi OR CORDING UNLESS THE SMCIURAL ENGINEER OF SEAL IS AFFIXED MAIN WRIT" 9GNATURE 6". (6'-0" TO 6'-8') PROTO If - EXPOSURE C - DIP FOOTING DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE PROTO 11 FENCE WALL = 1000 PSF MIN. 2. ALLQWABL6 SOIL PASSIVE PRESSURE _ = 150 PCF MIN. 3. SEE SHEET B -C, &. D PRIOR TO START OF CONSTRUCTION. 6" STD. HOOK „ 6" „ CAP BLOCK PER SHEET C STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL - SIZE PER SHEET C. NO COLD JOINTS PERMITTED BETWEEN DIP -M 3•-0" AND SETTING PAD CV _ CC — J HORIZONTAL JOINT M R£tNFORCtNG TOP 2 W COURSES BELOW PLATE / AND AT 2C O.C. BELOW / V) VERTICAL FOOTING / wREINFORCING AT 6'-8" / POST PENSION (PT) FENCE. USE 1 14 IN v xa ROD SEE SHEET16 FOR, CENTER OF DIP 16" MIN ROD SPECS - CENTER Ae IN WALL V,,,--PROTO 11 FENCE WALL a � N J W � � �zvTaw N 3 O F —J Qaa-U) 0 14 CONTINUOUS it FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE BLOCK AT SWALE AT GRADE. POST TENSION (PT) ROD SEE SHEET B CONCRETE DIP FOOTING DIP WAY BE OVER EXCAVATED AS SHOWN - FILL WITH COMPACTED FILL OR CONCRETE DIP DEPTH AT TOP OF 2:1 SLOPE SETBACK — FACE OF FOOTING TO TOP OF SLOPE MEN. DEPTH b' DIP FOOTING 12" TO 36` 2'-4" 6" TO 11" 2'-11' 3" TO 5" I f SETPING PAD I I SEE SHEET 0 FENCE WALL SCHEDULE .AT LEVEL SOIL i I 'H' DESIGN WIND PT ROD DIP i I MAX EXP/MPH SPACING SPACING I i C AT 100 6.-0" 12'-n" L _ _ I'-0" TO 6'-0" G AiFt l(}L-�,r Com; a �6 L�. f I��i p! 8" AYLIGHT C1ATTz- i cr w S 40 5 a * �9 sTRUCTVRP TF OF CAL\F� THESE DRAYMCS/C OULATIC k Pl- o C /1r v i1 — j)NT.C Al 1bUJ PR 0 IISTANDARD LINE OF DIP 6'-8" CTAT 1101-k,,,,r �. LA tUINTA, CA VED FOOTING BEYOND. C AT 12 SEALED ON l I� JOB NUMBER OATEE` B6 14-115-9155 m 8/1014 ' Skoe AEICING 8 DRAWN 14-115-8964 TMH CARUSO a a � = 36 PROT04I TL w j L srsTEMs DATE ENGR WWW.PROT02.COM 08.19.2014 JAC Q- SCOTT 41800 CASCADES COURT TEMECULA• CA 92591 INC_ aTTN: caar Otto' PACKAGE SHEET. =o ««« PH/ (951) 694-3793 — gmyotto®¢rotoiLcom . NAY O14Y BE MTALLM BY MPROVET) AM CER761FD OtSTALLF1t$ S1.2 WWW.CtS07_COM dv 'V .= T f. 6'. ANO Ir TMM POST-TDOONU VASDWY WALLS AREEREp pRt116tlNA4Y -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL EN(7tV�ER OF RECORDS SEAL IS AFFIXED YA71T1T?1 SIp1ATI1RE