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BWFE2014-1085It 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2014-1085 Property Address: 81266 PEARY PL APN:. 767680032 Application Description: GARDEN AND RETAINING Property Zoning: Application Valuation: $16,800.00 Applicant: HAYER ARCHITECTURE 445 MARINE VIEW DR #280 DEL MAR, CA 92014 ' C6UU D 4 �NtiM�il! VOICE (760) 777-7125 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 9/18/2014 Owner: aJEFF SMITH 3395 S JONES BLV NO 360 VALL D LAS VEGAS, NV 0 SEP 1 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT Contractor: DISCOVERY BUILDERS CALIFORNIA 14605 N 73RD STREET SCOTTSDALE, AZ 85260 (480)624-5200 Llc. No:: 915336 Z LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700•of the Labor Code, for the performance License Class: B License No.: 915336 of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Date: Contractor:. 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: OWNER -BUILDER DECLARATION Carrier: _ Policy Number: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair . compensation laws of California, and agree that, if I should become subject to the any structure, prior to its issuance, also requires the: applicant for the permit to file a workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. ' 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, 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 Name Lender's Address: Date: Applicant: 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 far inspection purposes. / Date: r' Iv�+Signature (Applicant or,Agent) i sY''if :✓ y::G�> '. A�v $ ,-E.. Y, Y,,.E d:.;da ..� �i'�f �=` 9 .�. .. �e :':`v r `�X., -i 't?' <.<.:;S.Jv4 �r:.+<Y`.v _ .0 :±r "'�.�i"x .§ F �,?p. �F .sSAx...: 4','�.Y-3 s:Y':R_;. �<.: 'y r: :"!8,:. t ''E�"p'�.� x"a.:�ii.�TE , aY.4 t "3"tv- ' %h .: E 4i.,:. 'i4 . v<.�. ,± ACCOUNTAINIOUNT, ,>DESCRIPTIO,N. .,. ,.�PAIDBAID:DATE:p $'...iiT.-a..4...z';3Es°Y'Fene.eF,k%`....:>M.'':P°,�G,x.4P4�`✓,7,z.Xf:kb....�ad-.u.:.za-...r-���'�: G MINES MEN BSAS SB1473 FEE 101-0000-20306' 0, $1.00 $1.00 9/18/14 ?, PAID BY METHOD RECEIPT#� CHECK,.#x , . .� dt ... §§ iaa'� ���CLTDBY HAYER ARCHITECTURE ij CHECK .: '1113.22,.., 7565 ' MFA Total Paid for.BUILDING STANDARDS ADMINISTRATION BSA, $1.06'.., __""_ -sin 1% 4 - M ;x.m"4w'� ET sY .{ Sv.` .. "Y.e. Sy't {� SSS:..' m - DESCRIPTION t" �� _ Jf.fTE_ �.g...a- r °::ACCOUNT. - ,,: 'S...sB OUNT...�PAID3 „N�` S,YS?: .: C P.- :�;, 4 ��.� .TYX_=AIV1 Q.. Fes: .; . s� PAID DATE WALL/FENCE -'EA ADDITIONAL 50 LF ' ,. I 101=0000-42404', 0 $62.36' $62.36 9/18/14.. z. , kx•'..' iia i sS 5`,',.v v-f�E"�%"_� -uuh'�:-,, r -E YPAIDBYa �3\�_ F r'§",.E'r_...... c ... . r{Sr!"f3,;to'1•'F Y Ai°, ewe:'` J :. ''ffi.": *v5' .F�'(+'�� s..-`,�':..: �.; METHOD -Ri.:§l.,�k .*�XR r Y. ti��xrz�."���'�'�}p ��** :'`yC`,..nT.Lv'i}' RECEIPT #. :�y,,, ".,a 44-.„ <33c .. Y T. y'S.�K"+`<' < �:y 'E'i*.. K #CLTD Xs F 5.°tP of<... aE; BYE X , ,.: �s c_3Fu. �E cs".s"w"�... i�4d,- ��CHE HAYER ARCHITECTURt E CHECK ; R1322 7565 :MFA ds-rri - ..:: i {,C �° ,, ""{xn E ' 5 .fir =Gn'_' _'Y..i E .�. ,;: 5• , `'� `'x' v :. ', A .i E t& S .' ,�. -�.,-.<,QTYy,- "!a -Sr" t5 _ '"' ":: ir.$'* - 4--4rvE, �_i:3' �''x. i. .r' AMOUNT -s ....i..i,W>E v gm^C* 2A.4 ,sP;.': S£'V �Sh{PAID '.s " D, ".tyT...:a..k:..F»�✓.rr:""..d»'T:w"SG'.C-<:'""4iL F`Si�S�Y.»t.''.k.`.<?,�aL'.�nij'+kx�IIu-.°`<hk,°i ..ACCOUNT-��{�• t, <�:L-.3>tls W« ...--<:s.✓.:'ZZF-' �X' v� n�"a9 Ha:<5!:.mw�Y.`i.E s , Y .;c>„x:r...PAIDJDATE .,"s�s'x ;3� fe9ea�•.:�H>:f� WALL/FENCE'- FIRST 100 LF 101-0000-42404 0 ".; $47.86 $47.86 -9/18/14 , �:t: �e�,�S;`:: �W 1F,� '.�..Y°<. 4.'K. N "- +X.'Fi.,>r„x,.RC.:4",Y14 > �"p � .._: Y K'��'v "t >f ,.�' �:6 s".. n'"`,G 3e"C'. a`'"-," Y .... � ''q:x•.: .?.. �, &, 4.'Z"sw hv:.:� �i...; ��n'`.;'�" �. i C ^*' 4.':.. RECEIPTUCHECKp.# �F'.'.e ..nZ?i' .�'. •s ^'Y' ".: .."� :3.•1{ ai�T'C,s,Y?4F.'. _ 1 ..: .i : ,mg, r:�k`< "T", 'HAYER ARCHITECTURECHECK R1322 '.. 7565 MFA . k S.:.F t DESCRIPTIONSa;:..."h "C 3 Z IN PAID�� Y ; • ., MR ,,. _. . ;;PAIDEDATExF WALL/FENCE -"FIRST 100 LF PC, 10170000-42600 ' 0 ` $60.91 $60.91 9/18/14 ... £s _''.': '�&' �, F•." �'" .r� nh § PAIDBY t 1W`4:skaR .r: :,"-'c4.., " ". , �',';`- <,1 %. METHOD "a. .W mr_.'..."sY»:,E 3; �, "R'."°Y, a�<�`:: n S RECEIPTT # <�43 .$..; cr as>, s CHECK4# a h n�, !.::-cz5s�rd:';s"u�css,C:°,,-..LF.S:k;S^w.-'.k.«<::cei*.C.�"Ca"ka:�:-'-�..'#s<�F' .: n„; _ °n'�€°i�.k. .3i:°�, w"fix &E:. _, :... -CLTDBYf,_- HAYER ARCHITECTURE CHECK R1322 7565 - MFA, "'Total Paid for FENCE OR FREESTANDING WALL $171:13 $171.13 'i" 4=,ris $l'S i'dF: ,." a" f Yuji' S,Chry FrF- E.'.. '1'a5%. .' t, CtAryg L§-zx. e: .x.< S F-'"3.FR'"�X-AS'}°yY?!{,'G. -z.ti}, k: ['w.ilm-k sDZ'S,• .. .:-".i�f''C.x2 .-�.: .wk':.'."•'i.. (� Tra'�; 'dy E 3'" Z' 4,�Ae--n� DATE •.:t3:¢+.v�`-vv�..?£4<F•rdat�`, Y4ee$.?.<"cd,,,...�"Mrd,..°ER,.k:.o&.&>`-`�:+'�1:i,`>h���krtFS+�.'eX� .. Eds �s'�#e:,.lx�it��..�..a..3'titii�a`�_.l&::"�� sNRH`i�a .. n �✓4's,F;?�`s-'e .��`'`_`,"u.;,$!? 3.C5 "a,$`iFa<l..r .So{sL?i��t Sx `�t!c4t4..SE�`„:.�l ;F.. 4�"`�'. k.«..tt.....'.�„.� ..PAID Y.;31`s%:d',di&I li�f':421.'wxth=' RET WALL <=12 - EA ADD 50 LF - ' 101-0000-42404. 0 $130,50 $130.50 :' 9/18/14 5,e;: :"e ?'n^i;ieixza- ,5x4 .Rk,'s!43'V.r3T PAID: BY .;W4k' ..�w-<> "METHOD14.; - M'`.t i., f "iq 4 'yzY�.HE,' ' RECEIPT # _ �'n,.:h'•.. ,r .::. k 3t.^taS,-•HsY zy'f CHECK�tt ds.:. {•€�ECa .: t-R'f<:f..s,"q 3.•e. CLTDBY •.+i' .:,.(�F33c,a" k,x...-�€ >'.;§TEt.rEvaac °x'...�'F` >. 3, `.--'.".:4rFS.i�se'�: "`. �"v5'a �.%.'.Y�..!a�..✓�:,`;s7€1�r`��Y ' HAYER ARCHITECTURE CHECK R1322 , - , 7565 MFA g hh : DESCRIRTIONP ;.:.:x .a� y 11,011 E`. ACCOUNT r i.`'-' Svx q*.,„ QTY > ::fix,,., ^. ;.,'y`: ". uAMOUNT s: ;2 r :`.f.,;r .....a. PAID 30 - .w", iti , . ; PAID DATE zea 4:.,�'#$e3i.vx3�i'..:c"i.;..'.x.t.ak''.S's"7Fffi.f;.':q%; RET WALL <=12 -FIRST 100 LF 101-0000-42404 0. ' $47.86 _ $47.86.. •_ 9/18/14 rvE >s ,''YY. "� o E X ':a ,, s, H.:i»° E.yy`�/ X 4_"WL ;/�?r ,(;;EEfr.'1L.+? s rc� G' Y .W. '; V f9e ay T4.{ 2 g .. k. EFT .. «"v �.... :$ . ;`rs`a '". "". ... ."�.°i' :�'.�k.4'i° yf^$. ..M. S F. -'1.�..r5", i" y 9 < { ey,A RP £ "METHOD a "_Y :S`-r�i'S- `.Z{lit...4,� e: ' e RECEIPT #- aaK x CHECK # .,PAID,BY.. .X n�°E,�`':i:.uMs'Y�i<.LsF "3�":A=��`„ c. , 'fy'.Y�Y& aE+`kF:isE:iY'sCY.C:f�::.."�`PXt"SER ; 'Kk':9�. U f.: •C ?'�1�,,, I-S.�mFPli`L =kCLTD,BY:,: w 'HAYER ARCHITECTURE CHECK ' ' R1322 7565 ' : -MFA > a DESCRIPTION .:r f � ACCOUNT ry TY �;€ , '" AM0UNT?.:�F ,may PAID � yi'xp'i'q� PAIUrDATE a .zs.+C'M`^:��'. y"__.-E._,f.:ac"--cav✓-zn.»?�,:;E.�;.7<..,,F:i+k'f�..`%;"s_'3'y' . s ;� G , c."x?_.,`F"f �.a.+hh,,.,'�S,b.';x.P..,, .-c:`.;".tiw�`S�;en�En �r.+..;.�:.,,-..,*, 3::.&::n. ,�t`�,. >.x:..�wT�Tn::.;:;_:' Ea"�'.b, Ia.i. RET WALL <=12--FIRST,100 LF PC'' : 101-0000-42600 0. $60.91 \ $60.91` 9/18/14 '':'`g.,vnC-gps W :as ri P,AID BY t^.'fi.` k :: METHOD r n q� .w,.'£"3s:"•Ny'+i s N RE-RkCEIPT #" $ -,.C.`x,..�,w t "' �F CLTD BY- , . HEM :CHECK# HAYER ARCHITECTURE " CHECK, ` R1322 7565; -MFA , Total Paid "for RETAINING WALL $239.27 $239.17- ,, . Description: GARDEN AND RETAINING WALLS Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 9/18/2014 AZA Approved: Parcel No: 767680032 Site Address: 81266 PEARY PL LA QUINTA,CA 92253 Subdivision: TR 33076-1 Block: Lot: 70 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $16,800.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 167 LF - 2' RETAINING + 6' GARDEN, 127 LF -1' RETAINING + 6' GARDEN, 60 LF -1' RETAINING + 2' GARDEN, 89 LF - 4' RETAINING, 87 LI - 3' RETAINING, 103 LF - 6' GARDEN WALL CHRONOLOGY CONDITIONS FINANCIAL INFORMATION Printed: Thursday, September 18, 2014 3:21:37 PM 1 of 3 _. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE` RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 9/18/14 R1322 7565 CHECK HAYER ARCHITECTURE MFA Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $62.36 $62.36 9/18/14 R1322 7565 CHECK HAYER ARCHITECTURE MFA ADDITIONAL 50 LF WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $47.86 9/18/14 R1322 7565 CHECK HAYER ARCHITECTURE MFA 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $60.91 9/18/14 R1322 7565 CHECK HAYER ARCHITECTURE MFA 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $171.13 $171.13 RET WALL <=12 - EA 101-0000-42404 0 $130.50 $130.50 9/18/14 R1322 7565 CHECK HAYER ARCHITECTURE MFA ADD 50 LF RET WALL <=12 - FIRST 101-0000-42404 0 $47.86 $47.86 9/18/14 R1322 7565 CHECK HAYER ARCHITECTURE MFA 100 LF RET WALL <=12 - FIRST 101-0000-42600 0 $60.91 $60.91 9/18/14 R1322 7565 CHECK HAYER ARCHITECTURE MFA 100 LF PC Total Paid for RETAINING WALL $239.27 $239.27 40 $41i.4o INSPECTIONS •SEQID - INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS - NOTES ` DATE DATE FOOTINGS FINAL" BOND BEAM Printed: Thursday, September 18, 2014 3:21:37 PM 2 of 3 ... M_ ,.. . a NORVEWYPE=.' REVIEWER SENTDATE U7'e-n., n BOND • ' • ATTACHMENTS Printed: Thursday, September 18, 2014.3:21:37 PM 3 of 3 Bin # City .Of La Quillta 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: al -'Z&& [JL,06+G.E Owner's Name: _T- L LG A. P. Number: .-7 O - 0 3 2. Address: 6 0 th 0 Legal Description: U OT -7O' #% -T(4/4*,� 0-7iD'l City, ST, Zip: L k ( 9 Telephone h ,Contractor: ? Address: $ O - 155 0"*Vt60ZV 9 tj 2 Project Description: City, ST, Zip: %% (. F = 2 (fir' { 6 h P17 6N Telephone: �3 2 8 (O 'ry ''4N a ' a 2'7 LF - ( i?'�t -t- �O 6Rrj?17b7?�.L State Lie. # CityLic. 0 O 4' SOq- ' 60 LF I7 -Ls(' Arch., Engr., Designer: l31 L- L. e l L F - �- j z -e -'C v✓1C1�. Address: 4'A -C; MA!F-4 w E V (GW P(Z. #-;i-E-30 F _ ?j rz� V-ry . City, ST, Zip: t7'WL (`4 Telephone:-1.�, 2 Z $ 0 0 „ a•«•AY< :> .> . `......k: Construction Type: $ GM V Occupancy: \✓ ej'T v GC p State Lic. #: 0 Oj t!O 0 Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: (L - L. t!1 A,%r GTC-- Sq. Ft.: # Stories: #Units: Telephone *,of Contact Person: $ C7 46'-7 41 2 Z S 00 Estimated Value of Project: 1$ ©p • APPLICANT: DO NOT WRITE BELOW THIS LINE 11 Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Pian 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 21' Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.1. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''' Reyiew, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees I FOR 85 MPH WIND 3 SEC, GUST @ EXP C _ % -cz—OP770NAL RAT GP CL zoo Q C�w;;�Df) .J U) LL C,5 z o Um ORCO6816OR 6616 CMU GROUTED ONLY@ *WTSWL 04 MrDROP-IN 84R & 32" 0/C PRO ME24'LAP INTU &mi6 CMU 0657DMINT RFDYFORCBMBYT 0 24' OX (3 RAW). USE 05 $TD. FOR SLLWP BL00C NOTE A40WDE 04 DOWB: M 04 DROP -BW 84R AT EMN SIDEOPCDMROLI A74 BIOS OF WALLSAND a WALL HF7GHrOR4NGE5 m 10" 04 HORZ CONT. @ 24" 0/C LEVEI, 840OU W/NOSURCWGE OiEIIldVCRI7HDA: ABR20fDCBC I. SWL RFAJPIIiG AgESSURE= J500 PSF+ v fNIX mq WINDC ST35iMfC EiXDVAL6VlliLQOPAffiURF=�sPSFPBPTA9lf WOW ZAUMANELA7EMALIWWFPERS We-JSDPSF. A fdtp)/ SIRbVMH a 2M PM V 28 AM 4. RUWVFCAGS71$: GUW6a & 5flR47C- J SEC: ACCE LfR4TM . 70%. C. l5a7PS7MASGWR coA7RFS9W57RAYG7M NOTM. L CaNOtM&00r"U CONRXM TOAPM cAi ORCO STD. PRECW NBLMK4rBEL6ID ZCONK]7E7 FMMOTLMGSMAUBelPARraRBVTro,7.4a PAM SMIIta7D3-WPAM GUM W wAMU@WMOKI4/2 GAILQILSOFW47BZAER SMQIXPaMANDCeWff ALLLJaY1TIRM TDASW C 150TYPE)yK re - 25W P57 3. REM RaWSM9ALLMWORNWANDCDN)0RMro AMA 6)59 WE M AWVMF48PAR DIMCE7ER LAP. 4. RBiMR Rau &FOWTBUDiN THE MKRE7F&MCELL IN NMW)TfSL0rATM 5 CCNMETE&OOCSMALL BELAYM NA RWMNGBCWD PATTERN WrW VERACAL LVMmun-'QF 7HE CEIISLM 6 ALL &00Cl81SCONTAWM VERTICAL. REHAB s L sEsa ID GROUM 7.LW0fiFTffSMATTARPRaRP la=unWASTMC21aI PANrONBVT TD 7/2 PMT LIMF ro 4-1/2 PARM DAMP, LOOSE SMND. AGRaf FMCONQTF)E&000TVV JPARTaMEM703 RARTS s4 No (G710()TMAromrALN2 nim 4I8' PEA G74VF1.>F WE4TM CVND171G1BARF51Vgu&EAND &OCKtWgQS7NG 7Ev CEJ.SIg6SW4•ICTBVT70ALWWG00DGROUTR0K WATER P MIJ BFAWW 7V PNODUMGWD GROY)TPLDW W17N01A- SL,iW AnVNCF7MF FfiRA57N4711 9 BLOOCS7EMMMYBEKU--SETJ-WBnDTMFOOMVGWNBE 7MFCCNCRE7FJSPLAMC&OQ M MALMYBEAIACMM 13THER BXF0FVE7RBV aL TMEA707RVG. J0.M07MMWrRFPDYMWMV0gfNML/M Z7UWED 947MAL SM CVL ON COM4C7E7) PILL *MA MINIMMI COMPAC77CN0F9M. 1J. RRS JNgUTJONTDBEAi71W AW DYG7NmnsARF Rrvrm LI7AICRETEANDALI Ricumm57Qi fs TILq) JNPLALE. SELUNODI6 WUON TD HE RMYMFREQUWM MT= HDV PLACEAND 7NFBLONWALL 6RFADYTOGROM.. IzKWHUMOCWTROLJCrNTSPAC Mr'4O'WCag27Q/CIFTHE WAu f5 717 BEb7UCLD Ca47ED 12' L7RABVMTAR SU ORMV CYRVII LCW —7r DOWEL MNER-563 FOLLOWMfG'SIKSMAT70N RFLOIMENA4770ALS PROVMEOUTLET RTTJ7VG 2"ait AND4'6p(ROUGHNEIYNALLV 100'BVTERVALS OR USE 4V SDR 35 PERF PIPE W/ 10°Of �/4 CA4M - ROPE 70VMW AND FROME OUTLET ILAO'MU SPACHIG. 04 HORZ CONT. 'A' 'D' 'X' DOWEL 2'-0' 3'-0' #4032.0/C I 'D' t !'-9' 84632' 0/C IV + 2'-5' 3'-4" '-0'4®16.0/C 4'-0'#4016. O/C I D' + 3'-1' CITY OF M QUANTA 12"'MY, GEAR 02L aqWREQUMED 7V USF SUMM M CMU ' O ORLO WIDE caL SLUMP Q QRof'ES S L 0� 07 Q i m w m ~ C31925 N EXP. 12-31-2014 J1 C11\ TE 0p CALI S' TO DAYLIGHT 8" tZ7NT. SEE CHART FOR REQUIRED REBtAR AND F007ING DIMENSIONS. CITY OF LA QUINTA BUILDING & SAFETY DEPT. FOR CONSTRUCTION 9Y, MIN. FW77NG DEPTH FOR S' ORCO STANDARD 6' TO R' CMU SITE WALLS WA L @ 0 OPTIONAL FIAT CAP SLOPE 7DP DESIGNOUTERIA: PER THE 2010 LBC 2 Fr. SEMACK — 2701 1. ALLOWABLESOR BEARING PRWURE =1500 PSF 2-0' 3TD1 2. ALLOWABLE LATEIIAL PASSIYEPRESSURE =150 PCF '— pFaESS I 3. GROUT STRENGTH = 2000 PSI @ 28 DAY£ 4. REINFORCMSTg7.: GRADE 6Q S.15170 PSI M45ONRYCOMPRESSfON S)ROWN - NO SPR. INSPECTION 6814 6616, OR 6618 afU GROUTED ONLY @ VERT NOTES: STEEL 1. CONCRETEBLOCKSHALL CONFORM 7V A57M C 90. WEDGELOCK BLOCK SUIMPBLOLKANDSPLIIFACEBLOQCAREACCEPTABLE. 'rDROP-IN LIAR 2, O0AVlE7 FF0R F0O77NGSMALL BE1 PART CEMENT TD 2-1/2 QPARTSSAND Q 710 3-1/2 PARTSGRAVEL WUHA M40MUMOFI-1/2 GALLONS OFWA71R PER SACK PORTLAND CP49NTSH4U GERM TOASM CJ50 TYPEIiN. Fc - 2500 PSI #,s STDJOINT 2 REINfi?RG LEh? 24" O/C 3. REINVFORQNG SIER SHALL BE DEFORMED AND CONFORM TO C (3 PLACES- 4 PLACES FOR 7 ASIMA 615GRADE 60 PROVIDE48 BAR DIAMETER LAP B B' WALLS). USE 05570. 4. REEAR SHALL BE CIENTERED IN THE CONCRETE BLOCK CELL IN 1�u FOR SLUMP BLOCK Lti XH ITLS LOG47» NOTE PROVIDE 04 DOW5. CONLRETEBLOCKSHALL BELAYEDINA RUNAONGBOND 5, PATTERN WITH V13177G11. L17NTIMIITI'OF THE C8L5 LINO. SI DROPINBiRATfi4af &1DE OF GbN7ROL lO1NTINT ENQS OF WALLS AND ® WALL c Q NFJG7ITCMANCES 6. ALL BLOCK CELLS CUNTAWINGVERTICAL REIS RSMALLBESOLID GROUTED A. USE TYPE 5 MORTAR PROPORTILNNED UMGASTM C270 PART Q 7f' DOWEL @ CENm OF CEMENT TO 1/2 PART LIME 704-1/2 PARTS DAMP, LOOISE5AND. b G7w. 8. GROUTFOR WNCREX BLOCKPER ASTM C475 71D BEI PART CFJNENT TO PARTS SAND (GROUT MAYCONTAIN2 PARTS3/8" PFA GRAVEL IFWFATHER L1oNDITIONSAREFAKmA&EAND BLOCK UNDE4TRUCTED GSL 92FIS SURICIENT TO ALLOW GOOD GROUT ROA9. WA7ER SMALL BEADDED TO PRODUCE GOOD GROUT FLOW 0ITHOUT5iGRErA770NOFTHECOMM UENIS SiE784 SEECYWRT9.AMSTEMMAYBE WET -SET 1-1/PINTOMEF0077NGWHILE - THECO NCRETEISPLAS7IG BLOOCSTEM M4YBEPLALED TO v WHER EDGE OF THETRENG71 TMfO077NG. 10. FOOTING MUSTBE POURED ON OR INTO UNDISTURBED 2 M47URAL SOIL OR ON COMPACTED FILL W17HAMDNIMUM ILII 1 I I l MAX, COMPACTION OF 90%. 11, RRSTBNSPXTIONTOBEAFTER FOOTINGTREIV093ARE RE90YMR CON MEAND ALL REQUIRED STEEL 5 TIED 1N PLACE SECOND DlISPEiTIONTOBEWHEN THE REQUIRlD VERTICIL 5 I Q PLAWAND 7HE&OOCWALL 6RBWY 710 GROUT. �n MAUMUMCONTROL JOINTSPA CW. 40'0/G 10 -O/C FOR 84 MOR2 CUNT WALLS WALLS TO BE MORTAR WASHED OR STUCCO Ca47ED A�pM S' TO DAYLIGHT 8" tZ7NT. SEE CHART FOR REQUIRED REBtAR AND F007ING DIMENSIONS. CITY OF LA QUINTA BUILDING & SAFETY DEPT. FOR CONSTRUCTION 9Y, MIN. FW77NG DEPTH FOR S' TO DAYLIGHT WALL @ WA L @ WALL 0 SLOPE 7DP 1 FT. SEMtCK 2 Fr. SEMACK — 2701 2s6• 2-0' 3TD1 210' '— pFaESS I ,2*rmw.a6wmL OPEHRt MRED 7V UW 016510l CI14U 0 ORCO WIDE CELL SLUMP w ~ r N m 031925 m Exv. 12-31-2014 f OF CALIF 0 I=, .1 a r CHART.FOR 6' TO 8' SITE WALL W1 TRENCH FOOTING WIND MAX. D DESIGN WALL TRENCH FOOTING 'X' DOWEL Y BAR SPEED HEIGHT DEPTH #4@ 48" 0/C #4 @ 48" 0/C 6'-0" 2'-0" ID+2'-O" U U 48' 0/C FOR 6' 48' 0/C FOR 6' 11J SLUMP BLOCK SLUMP BLOCK N p„ #4@ 48" 0/C #4 @ 48" 0/C Q QX W-8" 2'-2" ID+2'-O' 40' 0/C FOR 6' 40' 0/C FOR 6' W SLUMP BLOCK SLUMP BLOCK = c/)"#4@ 71-4- 2'-4t.- 40" 0/C ID+2'-0" #4 @ 40" 0/C 32' 0/C FOR 6' 32 0/C FOR 6' NSLUMP BLOCK SLUMP BLOCK Ln Z) Go LID #4@ 32" 0/C D+2'-0" #4 @ 32" O/C 81-0" 2'-6" I 24' 0/C FOR 6' 24' O/C FOR 6' SLUMP BLOCK SLUMP BLOCK NOTE• FOR 18" LONG BLOCK USE 9"INCREMENT REBAR SPACN9G MAT IS CLOSER TOGETHER THAN THE 16" LONG BLOCKSPACW, FOR EXAMPLE.• 48" OJC SPACING FOR 16" LONG BLOCKREVER7S TO 4S" 0/C AOR 18"LONG BLOCK, 40"FOR 16" BLOCK GOES TO 36" 0/C FOR 18" BLOCK - ETC. 1 P swimOBOF VlW/04AWP-NAM If -off OW.. FUOIZNG A]7 9D1 YYARD I PET URN WAf1 S W1(L�E DR4N4GE5WALE0. A W &M K4YL&T0t/f6?SWALE=MFROWW 04 DOHS AND 04DR" 4R ON 60f =F OF TW J12 BLOOCDR4IN-AS shvm. CITY OF LA QUINTA mumcx+n nn&w a wAra+amAc worm= NIR¢ aW.. pT°•AtA�R� 1RJY wpromt WNOMIMAI•Y m6NRgfm — ]' M/Rli. mML IA7flm'�•p101®[N' ImIW AAO Mlwmp'YmEW 17RM fm. QMIC701lL1� I'-0' FOOTING STEP DETAIL C .ROf'E S S 10 N 4 x. Lu m Ev. 12=31-2014 gra C IV TF OF CAOfO? f LOT 69-A APN: 767-800-031 \ \ PE: 1002'-6" \ 1 2 1 2 C 2 ♦, S -1W-1 LOW CMU SITE WALL w-1 S -1 A7.1 CMU SITE WALL W/ W-1 S \ \ \ LANDSC�/f \n \ \ — WLSTUCCO FINISH _FINISH/ \ \ \ \ EASEMEN ♦ _ �.0 W. -1006 1 - 30' LINEAR FT. — — — — T.O.W. 1009'-10" — — — — — — — — — -' — — — — -fiO G11 T009, IT — — — - = 16i'tIN1=A R FT.— — T.O.W. 11109'\10" � B.O.W. 1006'-10" - V RETAIN / 2' GARDEN B.O.W. 1003'-10" N20°38'49"E 231.70' B.O.W. 1003'-10" - 2'RETAIN TAIN ARDEN B.O.W. 10 3'- 0" \ 2 E /6G \ WATER �.O.W�76" \ \ v V a Q - . , FEATURE o ¢ \ \ /' / ` \ P.01W.\1007-01, ' \ \ �------------- ------ \ \ \ ♦ r — — _ — — — 1003'-10" _ - — — — — — — _- - _ _ = _- - - - ` I — N — — — — -�— — 1 \ \ \ \ oo \ \ \ \ ♦ j D I — CMU SITE WALL \ I I I I - 26 LINEAR FT. oo \ \ \ \ 1002 1 - 6' GARDEN , 1 2 \ ♦ \ POOL BAR \ I , PATIO I \ P.A. sw-1 w-1 0 \ I 1 PATIp_ I COVERED _ _ _ _ _ _ _ _ _ _ _ CMU SITE WALL -� _ ®� r \ \ �� _ - fi - I - 46' LINEAR FT. , A71 \ 1001'-6" \ OUTDOOR \ \ \ \ 1004'-60 ' i COOKING I - 4' RETAIN \ \ 1 \ \ \ \ \ \ \ \ \ I --- I \ \ 1 \ \ \ \ \ \ \ \ ♦ \ 1 \ 1 CMU SITE WALL P.A. \ \ \ 1005'-6° i I I I I _ I - 48' LINEAR FT. i ` \T.O. 05'-0" 1 \ \ \ \ \ \ \ \ i ----------- -� -3 RETAIN \ZI \ \ \ \ \ \ \ \ ♦ l000-� \ \ \ \ \ \ \ \ \ ♦ \ P.A. \ \ \ \ \ \ 01 0 UP RIE o \ 1005'-6" \ I L 96J7I \ \ \\ \ ♦ \ COURTYARD I \ I \ I 1 PROPOSED SINGLE FAMILY \ \ \ \ \ \ \\ RESIDENCE: 2 -STORY 111 COVERED °, LOT 7767-680 032 0-A 81266 EARY PLACE ' 30' LANAI PN \ \ \ \ ♦ \ S \ \ I i SITE AREA: 26,383 SF. / .606 AC \ S� \ \ \ \ \ \ N♦ \\ \ I 1 CMU SITE WALL "All , \ r POOL \ \ I FiREI�IT TOP OF SLAB ELEV. = 1004'-5.5"a - 39' LINEAR FT. 0 LEVEL TWO F.F. ELEV. = 101 8' 2" P.A. P.A. - 3' RETAIN 18,-0„ ipgCAP� \ F-1 \ \ \ \ \ \ Water Level \ I \ r EA N \ \ \ 1001-6" \ + 1 10„ \ 1 I 1004'-8" , Fj.A \ a \ \ \ \ \ \ \ �- \ 003 \ I I �-- CMU SITE WALL 1 1 2 43' LINEAR FT. P.A. I!IO�M 1'\ \ - 4' GARDEN o I E. \ \ \ \ \ \ \ \ \ \ 1002'-6" \\ 99T-10"\ \\ I o \ \ \ \ \ \ \ \ ♦ \\ -- i I I' 'il� T.O.W. 1 0 , \ 111111IJg 1� 7\ 1 1 I Cr A7.1 F11 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 1003'-10" \\ � SP \ I TP tk t-- --Jj \ o i CMU SITE WALL \ \ \ \ \ \ \ \ \ o 39' LINEAR FT. 6' GARDEN o\ \ \ ♦♦ �°° 1003-11" MOTOR COURT SUN DECK \ \ \ \ � � \ \ \ \ \ ♦ \ i T.O.VN. 1009'-10° \ \ \ \ \ \ \� \ \ \ \ \ \ ♦ \ \ B.O.W. 1003'-10,.D�00 -01 0 A/ T.O.W. 1009'-1 " I &&N_ _ 1 2 ' ' ' \ \ \ \ rn \ \ \ \ \ \ 1 B.O.W. 1003'-10" 1 I POOL ------------ — = � T.O.W. 1008'6" IID EAS �VIE'`IT[ ro q Q EQUIP. T.O.W. 1009'-10" TRASH q ¢ �`' o \ \ \ \ \ I og \ m 1 2 B. W. 1003'-10" AREA r m B.O.W. 1003-0 O �! I 1� o N \ \ \ \ \ \ \ \ \ \ I I -co sw-1 Sw-1 -1004- — I I� ►I I ' \ \ \ \ \ \ \ \ � ___ _ -- --I__ -- I _ _( _ _ a., o T.OW. 1007-8 T.O.W. 1010-8 T O.W. 1009-1 T.O.W. 1010-8 N20 3849E 204.76'1' 04.76 T.O.W. 101- — — e / B.OW. 1003'-10" B.O.W. 1003'-10" B O.W. 1003'-10" B.O.W. 1003'-10" B.O.W. 1003'-10" 1004— LOW CMU SITE WALL 1 2 CMU SITE WALL W/ C CMU SITE WALL W/ 1 2 CMU SITE WALL W/ 1 2 \ I W/ STUCCO FINISH s 1 1 STUCCO FINISH 71 STUCCO FINISH Sw-1 Sw-1 STUCCO FINISH - 30' LINEAR FT. - 19' LINEAR FT. - 19' LINEAR FT. - 127' LINEAR FT. 1RETAIN / 2' GARDEN - bMAI: DEIQ- 7-6' GARDEN ——1'-RETATN rU-GARDEN- 1 0 o I LOT 71-A o o f r 1 APN: 767-800033 PE. 1004-6 II I I I I1 I I ��, I d I /I� O O N fl V SITE WALL PLAN 0 2 10 20 FT. SCALE: 1" = 10'-0" NORTH PLAN SYMBOLS INDICATES TOP OF FINISH FLOOR MATERIAL SURFACE. CONTRACTOR SHALL VERIFY TOP FIN. FL ELEV. OF STRUCTURAL SLAB (BELOW). (3�0. REFERENCE GRADE ELEVATION ACTUAL GRADE ELEVATION 2x4 WOOD STUD WALL 2x6 WOOD STUD WALL ® 2x8 WOOD STUD WALL C.M.U. WALL LTJ CONCRETE OR MORTAR ® STONE VENEER AREA SEPARATION WALL PER CRC SECTION R302.5 & R302.6 0p R.D. & O.F. FROM ABOVE LJ 2 WL EXT. WALL MOUNT LIGHT FIXTURE (A LOCATION. SELECT BY ARCH. 18W MAX. CF QUAD LAMP PROPOSED NEW GRADING CONTOUR 47 DOOR NUMBER O1 WINDOW NUMBER ^ A BUILDING ELEVATION REFERENCE A6.2 A BUILDING SECTION REFERENCE A7.1 5 WALL SECTION REFERENCE A8.2 9 DETAIL REFERENCE A10. SITE WALL INFO: 2' RETAINING / U GARDEN WALL - 167 L.F. V RETAINING / & GARDEN WALL - 127 L.F. 4' RETAINING WALL - 89 L.F. _o 87 L.F. V RETAINING / 2' GARDEN WALL - 60 L.F. 6' GARDEN WALL - 103 L.F. Other ❑ FOR CONSTRUCTION 0 Plan Check ❑ Construction ❑ Other I NORTH PLAN SYMBOLS INDICATES TOP OF FINISH FLOOR MATERIAL SURFACE. CONTRACTOR SHALL VERIFY TOP FIN. FL ELEV. OF STRUCTURAL SLAB (BELOW). (3�0. REFERENCE GRADE ELEVATION ACTUAL GRADE ELEVATION 2x4 WOOD STUD WALL 2x6 WOOD STUD WALL ® 2x8 WOOD STUD WALL C.M.U. WALL LTJ CONCRETE OR MORTAR ® STONE VENEER AREA SEPARATION WALL PER CRC SECTION R302.5 & R302.6 0p R.D. & O.F. FROM ABOVE LJ 2 WL EXT. WALL MOUNT LIGHT FIXTURE (A LOCATION. SELECT BY ARCH. 18W MAX. CF QUAD LAMP PROPOSED NEW GRADING CONTOUR 47 DOOR NUMBER O1 WINDOW NUMBER ^ A BUILDING ELEVATION REFERENCE A6.2 A BUILDING SECTION REFERENCE A7.1 5 WALL SECTION REFERENCE A8.2 9 DETAIL REFERENCE A10. SITE WALL INFO: 2' RETAINING / U GARDEN WALL - 167 L.F. V RETAINING / & GARDEN WALL - 127 L.F. 4' RETAINING WALL - 89 L.F. 3' RETAINING WALL- 87 L.F. V RETAINING / 2' GARDEN WALL - 60 L.F. 6' GARDEN WALL - 103 L.F. + + + + h a v e r architecture 445 Marine View Ave. Suite 280 Del Mar , CA 92014 t858 792 2800 f858 792 2802 arch @hayerarchitecture. com + consultant + + project -I- + + MADISON CLUB LOT' i0 -A 81266 PEA RYPLACE La Quinta, CA 92253 r Star Iff LLC APN.• 767-680-032 MAP: LOT 70 TRACT 33076--1 MAP 388 RIVERSIDE COUNTY + issue date + + 1st BLDG PERMIT SUBMITTAL 9-15-14 DRC PRE-LIMINARYSUBMITTAL 9-15-14 + + + -I- revisions + + G' + status + ❑ NOT FOR CONSTRUCTION ❑ Concept ❑ Preliminary ❑ Design Dev. ❑ Review ❑ Bid ❑ Other ❑ FOR CONSTRUCTION 0 Plan Check ❑ Construction ❑ Other --F key map + + + sheet title + + SITE WALL PLAN + sheet + + C" 1: C' + H H u + + IMM