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BWFE2014-103278-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: BWFE2014-1032 50955 JEFFERSON ST 776340033 C& 0 D VOICE (760) 777-7125 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/28/2014 Owner: CITRUS EL DORADO 300 LN FT ANGELUS WALL SYSTEMS $66,528.00 Applicant: LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON, CA 92833 � AL fC-qy VOF �IMA DEPARTMENT ,,OMMUNM DEVELOPME 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: B License No.: 924123 / Date: l/ / Contractor:y 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).: (_) 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 Name: Lender's Address: 1157 N RED GUM ST ANAHEIM, CA 0 Contractor: LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON, CA 92833 (714)630-7149 Llc. No.: 924123 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 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 tl1os e provisio ry6. Date Qv, Applicant: 1_e 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 ter upon the ab v mentioned property for' spection purposes. f Date: �y% Signature (Applicant or Agent rw Printed: Thursday, August 28, 2014 11:31:45 AM 2 of 2 �SYCTFM C CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY NOTES FOOTINGS FINAL" BY HOURLY PLAN CHECK - 101-0000-42600 1.5 $105.00 $0.00 BOND BEAM YES Total Paid forCITY STAFF - PER HOUR: $105.00 $0.00 WALL/FENCE - EA 101-0000-42404 0 $104.39 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.19 $0.00 100 LF W—T ALL/FENCE - FIR �T100 101-0000-42600 0 $60.06 $0.00 LF PC Total Paid for FENCE OR FREESTANDING WALL $211.64 $0.00 .4 $0.00 Printed: Thursday, August 28, 2014 11:31:45 AM 2 of 2 �SYCTFM C INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FOOTINGS FINAL" BOND BEAM Printed: Thursday, August 28, 2014 11:31:45 AM 2 of 2 �SYCTFM C FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $3.00, $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $3.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE HOURLY PLAN CHECK - YES 101-0000-42600 1.5 $105.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forCITY STAFF - PER HOUR: $105.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $104.39 $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 $47.19 $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 $60.06 $0.00 . PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL $211.64 $0.00 TOTALS:.4 $0.00 5 LOT 11 SECTION D -D NOT TO SCALE ON F i MAR, 3.2008 9:02AM MDS CONSULT 160 111 4013 L PAD EI L PAD .EI --NO, 165 � � P. 2 --- SNFFj OF 2 SHEETS LOT �2 NOT TO SCALE LOT -13. NOT To SCALE ON r ;ON r �A I P o N 0 R S E 78h B� At29 B Ln A 92253 o ce, 760—C771-4013 i U z fAX: 760 771-4073 mdmopnnleond��I INg.net PLANH.ERS ENGINEERS sVRVEYoRS . 1.'\62602\PG\E*llgrrS\LOTS 12-13 2-29-09 MAR. 3, 2008 9.13AM MDS CONSULT 760 171 4073 PAD PAD NO. 765 P. 3 sWFF j 2 OF 2 SHEETS LOT 14 NOT To SCALE LOT 15 NOT TO SCALE Is PLANNERS :ON r ;ON r 6� 4 0 R 8 E 7d-800 Avenue 47 Suftc 208 La Ouinta. CA 92253 Voice: 760-771-4013 S C N u L 7 2 FAX: 760-771-4a73 m �0?+htaomOf Ovnoulttrtp.n0t ENOtnEERI SuRvEYORE C\62dOZ�PG\ExMtBfT5�LO1S 14-15 2-29-00 rPmom fon Poanl9m: wAmmm nm xypwc m1wuWDe oFm® Anm armwomm Tox AwaO.•u er: F In the City of La Quinta,County of Riverside, State of California Per i m �e T �/•��+ r Wall PIan arca DIx� ofFcl�o a� a�rr a alort�A � �Imoa�c �sis� Tract No. 32751 Lots 1 through 15 GENERAL NOTES 6 ,. A4e9m PF)amOm ro FSa8191 OR IF-[nAAr91 M B1lARG PAD O-1 6E CI 9411 RC P[RdwFD N ACmmAXCE NM M IPgiPfD RpG QV➢IAC RNI 410 $RE " -...�...--.-._...�•._..._.-.-r.r i SID/JWE P[INa 69� Br M U pRlfA NGK N%w3 OFP)RnR,rt. � _ POMELO s M mwRuvoR a unxpauy ro mocEm xmI fwE cnAmm fnnm nEuim ro nEVAmIa amW m nos nArl oR frrc 9SVY 1pr Ar M nAn. olar s. A EIfiST. "1 j 'HID 91AC)m PEFmi NIS <@! 65UED W M U AWG BVEID6 ! S4Ett CII / �-" � • SEPARI401r iDn L01151RIICIIOa Of M PR04RI EiRlICI111F ON Poi PWIIaMR IOr. T .�..-..-...., I . 1 SfPnG)C PEmn SINLL RE ®rAN[D fKa1 M U gafiA el.11)f 6 SNFi,' VICrEiY MAP �'T LOT E �i I yEPUR1mR TOR AXI' a0IX xNEa SaoxN AI tNE PIIN. i4, m )44 'F� F • I ,. 1105 G1AH 6 TOR On-Lpf (%Sa1P11C11011 115E DIFY. ALL OR -LOT CGaAUCrmN • BEGIN WALL )lvnnr, sue As AertxAr welmoas pR oMR EAnonlons N M SME) s e = -- `a a' _ _.. -_ _ _ _ _ d d s CONSTRUCTION molr o< xlc 9uu TF PoadW[D er ra 50•AM1E IxAHs Aw Poon a9Rn 15 i ! I I er mE u aWrA Plmuc xa4a APAai1m)r. BASIS OF BEAR NG•` - I` mRR)cron a IFaor¢>91E foR oelHPm uE RfSLRDoSln Ps. BfAPYm MAEON IA[ 6 5[D oa M EARN OF pf M SAlIHY6f `• 18 f •` { I E. M fOMMC1p0. 4D ns 96f 1iP.,EIAS ARE aE9gd&F i0N fM{APm M mF-a4aiEn a scnA, DS rE1 a1L sa4, emc use M CAiES - .—. ' � I rui°w'uPEs a+onca�P1lAwuartxvc s x�or a91a"ma a[.wwaortm er 1Armw)RHc mnoaPF a usnrE u w M 1Om1401✓ftlFARO rzximDPr G � � \ ra ccu,irr a) PA9amG nAa of cuiDmG eEOW xoPm �� \ f 14 �� ePxssa rAsr As 9xTN oa A u)P )nfn D1 aoax e,. PA¢y , � T 17 � r I � j ). uim nG9ao PwR arowm Hm onm oTlEiormla wiuAa rRo4 M eu4mc nAA[ I a a I¢CAmE a 9nMY of SID COWaY. I \ � PM M CaOWm Suaru2 xmW M BUTARD mnflDPE sW.LL of sGIR®ro A G �\ 7 � j i P�wsi u. asxnamrAm ��iEy ro HPFir fv+m. (w� aEUM of�rr +1 � •'i , 1 1'j 1 ; 1 M COa1R,tf[P 94IL HDi OdIA® FEYEING EIDRtY 4A4WM5 Al Dm,ml YMAS OWNER /DEVELOPER 11: I 18 � ! J 1 r� ' swum � vt�maw�im D°Ar .w auPDn� m) �'a�o� oR CRAFfS�MEN HOMES 11 4 S I I EX MAP um suPmv HOMx. G S1Sw IrI .. 19 R 12 I.I 9. ALL SmQiS. ER.am Oa PRIVATE 9411 mG.ED prLY Of OWi. Nm. A10 oEaas SEE SHEET 3 f I i SCALE 1•.80• rcPo9a RES1Ai9m fiW AHr N:RAIT I✓DAiro ro mRsi9avmn ommwm w M 01q EW-TraS TAY lois sxDAN ox nns aAH. aEAxw4 swu RE PdraawEy ro M Grtvncmx or 11M IxAN1G of:cu w an Oa•4F01 /. 10. M mRPrnors 9uLL PRDADE rum [rtosmR um Durr m11A0L ,FA9nFs As / p ASSESSORS PARCEL NUIrBER 20 k i I I I j aEa.;m pr M fwmE Asl mnRn ww Awrmlm fav na wmacr. i{ I : W CONS nUC ON GPfR 1 p 6 MN LLW pWCE 6 EABYfN I W D F Hlf aE Of >69 -190 -mJ - ' • j 111.An KQVN1[r 9141 PERIOR1Ep OIFY NR,m M mF PmdaiE AE IALea1` 21 T i Q 10 i i (f- oclDeEn ,5T ro A,a D0T11 YAOVY - rTma )m Y ro a.x P.LL SHEET WEX: W I O) GPEmAY Sm A4 ro Em P.u. 22 i �9 ? I 4 Y m To sEn. SDm 4o aY - ma pm A 4. ro )m Pn. SHEET 1 — OGv£H SHEET I o W i I SA1UmAY em A4. ro Sm Pn. 9IEE'r 2 — PERIMETER WALL PIAN - LOTS 1-7 G�QI �' 8 I I j rmTw a PnA6ilm a SurmAYs A)m fFD0,r1 I,EUDA>s. SHEET S PERIMETER WALL PLAN - LOIS H -IS � 23 j LEGEND T 1 7 GRADING NOTES 24 i --1V�-- , E)aaG Y4ai TAPrN1 TTam aR' xroHnl 4m �! I 6 I .IIjIO —j�TR slnw mW PNOFm25 N SEE SHEET 5 vx�mViOA�x�awLWaP11mi11AnI aW.s M xOmmt. Q 3. EH)R9m Sa4l EE N umRD4u M M O—EQAro OPreP:G Ima14mIM K E1a19t a POfA4 vnvF R RRA Ac IW M IadfORa laiamm WOE UTEST EDIIIOn, AxD �II �c ILL Qpf[pfLLL m,WFfnwG RfPORi - GRn, REIQa SDUnAEEi - (140) NS -IMS I Oan4 NF MTMUHI 6 WIDE naw pLYAIAI II 2V I LL PImBLi N0. ,M), -p1 mRAIF.D lLTlmi rr rv.DFy nD4R ar4aN r 4 i jWcm= lvx4nr u. mol •AARP Pyl IPPPP:ID RLW � iI - I i - i i 1 M f94L 4RTIT mF 141.1(iLL REFORT fPOY M PnyFR =T FHGFDt 9L4L Z N®fiD btmC FIIWIINI WuPA[Tro /K SGaYNf mAi M RFNA1 bDOLL M•S SF➢, RKID THD SmLP Pm !PfTNRD qv, R Ipp V EAa a1VA1mI - 27 i 3 j ra w,Um[D 45E — -i marY14 ISSI4TCN SWAA w Ipl PSn � � 1 • i ,. NL OCHSi9K116V 4dly 9NLL BE NmPmFT POSim um IGIm N CAa0104xCE E � j MTiN M 9mE 1TAYIIAL Of MIWmm SRa. LmRE APD pMCET IOP lg w M ® ADOE amx weDa„ulrc v xmA 1vDR ImAArs. w pnOrn ro ISAn,41E xgAlms [mR1 APm lDOAm - DFPIN m Iml ®� �' Pj , •� 28 I i m - mtG DE➢Ix feonx4 ® Gi 6\V' ; 2 LA _ i' 1 M NRIR.Y.TOR 6 RF9GNRIBIL ro PRCVOR 54T CDMAYOIAMv OA jiADIRAiEP m 10.M4�4EP PM _ _ _ I� fILU16 AN4 COaSIRIKDAi N�G)FLT PRWt ip M Wa11IDAI pf A►DLYG ® Pry 1 LnCM1�Pa�MLrAIP[PfOP,4MC 16iOF.9AIfD 10 AIMLYS, 4M�Pl✓®I� PPalm Y4LL a 1 I i fWmmW.L /JffpULY OG M EfpONAiFA TACHES omouwxmorurc 0 Z=ING & SAFETY DE PTVS . , 7O mar. 6' LLlW14a ROmFiW lOLL EnI a��_ am.Rla,4 xHl 100 rot Anew r: s I e: . , I BEGOT WALL CONSTRUCTION AP P Y _ ALOT LOT C ! ' I CONSTRUCTION NOTES: QUANTITY ES—FLEE: . i_ I EXISTING PEPoMEIQt WALL PER EAanaa TNdABE Iron 0'-9• omo;m) {paFRR nI 11. .� -•� -qtr`-,^a k`-. 1 '' a i I i PSN 90040 TO BE REMOVED 8 aoG .H. PfA mcA.4 DON14•,n IOW,. RECONSTRUCTED PER PSN 07044. w x : eco om uroAn � \;' • ''�>� ?�;, i i '�':> _ •,' jr: 9s ass r, i EaAE m uAmT pant w4cTw Iwl '.T?.ixT , PERIMETER WALL FOR FAST SIDE TNf14F: To uelH amrm n>mFlm aAa OF LOT C TO BE CONSTRUCTED CITY oI LA OUIMA DILL TOLL TPEC 2 �I E� PER PSN 07044. PAn s I-800-227-2600 (�AT� D �� [ ` 08092 AT ausT Aa Grs - e AroaE iou om -•••'•�••-- UNDERGROUND URLTN6 PRNATE ENGINEERING NOTE PRFPMFO Mr10m1 THE mPECtION of: e . , , w M CTI'r or u WwiA SiATF 6 GIIfaRHN _ ,4f w ,, o•..LL G 9>n1 CITRUS EL DORADO WALL P _ AEaEs m y TRACT NO. AN 1 In Pmrzv- _ w a� PP4a �m I L073 7 THROUGH 15 ac 3 9+Ts. "`•� 6 �s a Ws' PPx ,� Aw•�' SGIc� P '° °y„ra„PwPloa'w a.c.cxosoa wsawcmms foroze OMER, ea A .Nw SE 1/4 s/ix: n,. en. CPAFrSMEN HOMES na i Birt Oty' Of La Quin* to p3� Building & Safety Division P.O. Box 1504,78-495 Calle Tampico Permit # LA.Quinta, CA 92253 -;(760) 777-7012 Building Perinit Applfcatl©n and Tracking Sheet Project Address: Owners Nwnc: 91J) fc,U O LL -C A. P. Number. Address: i Legal Description: City, ST, Zip:�D 1 -, \ YY). Contractor. V-6'1Ll,� �1. S the Telephone: l�j�- 2 �r, Address: Nak ,mo Project Description: City, ST, Zip: UN 1�2� j Telcpltone: ' _ f 10 . i State Lie. # : 3 City Lie. M 1 Arch., Eagr., Designer. Address: U e S-1 City, ST, Zip: A Telephone: Construction Type:. MU Occupancy: I State lie. #: Project type (circle one): New Add'n Alter Repair ' Demo o-" Name aFContaatPerson: \ . R X�fJli! c�v�nS •� Ft: ()o # Stories: #Units:` Telephone* of Contact. person: p flltAq Estimated Value of Project i APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACMG PER14iTTFlIrS Pian Sets Plaa. Check t;ubtniued item Amount 01 Structural Calm Reviewed, r�dy or correctlons Plan Cheek Deposit, Tru3s Cates. Called Contact Pian Check Balance. ' FA Z Title Td Cabs Pians picked up Construction tiJ . "Flood pilin plan Plans resubmitted ' . Mechanical ~ a _ �O Grading pian 2'` Review, ready for correctionsfissue . Electrical � W N SnbcortactorL`JJ ist Called Plumbing � p lL Grant Deed Plans picked up S.M L O H.O.A. Approval Plans resubmitted Grading Q Iii' HOUSE:- 's0 Revicw, ready for eorrectionslusae Developer impact U Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees .6.p High Wa , � 11. Z to 4' Retaining Is b To, `mot.fo.-otin' - C, 0 100mph (ult) kockict C. Risk Sh"M 1944 ANGELUS BLOCK MASONRY FENCE - WALL SYSTEM 'COWOWId fX@TA BUILDING& SAFE iY DEPT. DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC AP P F1, OVE D 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf OPTION L WALL FQIFT 3. ALLOWABLE SOIL PASSIVE PRESSURE = 6 150pcf 'A' w 4. COEFFICIENT OF FRICTION = 0.25, COHESION 0psf f 4 5. CANTILEVER. ACTIVE = 30pcf NO SURCHARGE 6. MASONRY COMPRESSIVE 'STRENGTH, *if'm =' 1500psi.- SPECIALANSPECTION NOT REQUIRED. PER CBC ' SECTION 117-1.04.2, EXCEPtION-.2, 'U""OCCUPANCY. 2'-8" DATE a 7, USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN 'CRITERIA .FOR. .THE PROJECT SPECIFIC SITE. STD.- LADDER TYPE NOTES: STD #5 FOR SLUMZTONE #5 'JOINT REINF.. At TOP COU 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24"ol.AT GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR -24 -- FENCE INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. U.O.N. A 4016"o.c. 6" WIDE (NOM) CMU 2. JOINT REINFORCEMENT ("LADDER* TYPE) SHALL BE COLD -DRAWN STEEL -/ #4 VERT..REINF. WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. @24"o.c. (16" LONG CMU)- 2'-6"7 .@ CTR. OF WALL 3.. STRENGTH OF CONCRETE FOR FOOTINGS =.2500061.0 28 DAYS,. UNLESS GROUT CELLS w/RE.INF. OTHERWISE. REQUIRED BY SOILS 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR #4 HOkIZ. WITHOUT OUT MORTARLESS HEAP JOINTS-' (TbNGUE-AND"GR DOVE). OR @-RETAINING ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 1 5. MORTAR SHALL BE SPEC MIX S..PkEBLENDED MASONRY MORTAR AS. 4"0 SOR 35 PERF. PIPE w/ MANUFACTURED BY E -Z MIX INC., CONFORMING T.O PROPORTIONS AND IC -f. S/4' GRAVEL WRAPPED IN REQUIREMENTS OF -ASTM C270, OR SPEC MIX .IWR MASONRY. MORTAR AS *BY.E-Z MIRAF1 140N FILTER FABRIC- - MANUFACTURED MIX INC., CONFORMING:TO -PROPERTY SLOPE TO DRAIN.' WATERPROOF REQUIREMENTS OF ASTM C270. BACKSIDE OF RETAINING WALL 6. GROUT SHALL CONFORM To ASTM" 6476, WITH AN 8-11 INCH* SLUMP SLUMP, _A_ND !SHALL HAVE A. MINIMUM COMPRESSIVE. STREkGTH. AT.,28' DAYS' -8- WIDE (NOM.) CMU,'. 't io ov FULLY GROUTED 7. .-jRST COURSE MAY BE WET -SET I 1/2 INCHES MAX.' WHILE CONCRETE IS PIIASTIC. 'X' BARS' PER 8. CONCRETE BLOCK -SHALL BE LAID IN RUNNING BOND PATTERN WITH � SCHEDUILE,'.LAP• 24' MIN. VERTICAL CONTINUITY OF THE CELL& 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF F.G. 40'-o"o.c. OR 20'-0"P.d. IF WAL'L.IS TO .BE STUCCO ,COATED OR MORTAR WASHED WET -SET FIRST FIR ST S COURSE 10. GROUT ALL 'CELLS WITH REINFORCEMENT: #4: CON 11. INSPECTIONS: A. AFTER FOOTING IS READY -FOR CONCRETE. AND ALL #4 CONT. 0 12"6..;c. FOOTING REINFORCING- IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS .IN PLACE AND 'CELLS ARE READY FOR GROUT.CONT. 'CONC. FTG.' 12. FOR TYPICAL FOOTING STEP AND DR,AINAGE �BLOCK-:OUT DETAILS SEE DETAIL SHEET S-5.1. ! . CONC. KEY Y 13, DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE 'H' MAX. ­­­�L aItw i 'A tJAKb TYPE PER S-2.0 IS' LONG- CMU w C, 21_0" 'A' w 33!r' CL 2'-8" 270. C. w 3'-4" A 4016"o.c. :V -V 4032"o.c. 2'-6"7 D A-4 A ox. 1 "4032"o. c. -0" ANDERSON -2- DESIGN LOADING 1. SEISMIC, 5% .DAMPING: @ 1 SECOND ACCELERATION CS=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM ' WIND OR SEISMIC LOADING:. [-OUP _.,i?uuuinq Design 228 East Badlilo Street o Covina - CA - 91723- . 2115 (626) 938-1595 Facsimile (626) 938-0465 12" 12" B' MIN. PER SCHEDULE 'H' + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION OPTIONAL CHAMFER BACKFILL - WELL GRADED, CLEAN =SANDS OR'GRAVEL OR COMBINATION USC= GWGP OR SWSP 2j- OUTSIDE FACE w OF BLOCK TO _j it OF VERT w CL 3" CLR. it TYP. DATE SIGNED 6-25-14 S-1.,5LQ' #6255