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13-1166 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 C&tyl 4� VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Application Number: 13-00001166 Property Address: 53210 AVENIDA DIAZ APN: 774-042-011-14 -000000- Application description: WALL/FENCE Property Zoning: COVE RESIDENTIAL Application valuation: 7000 Applicant: Architect or Engineer: ------------------ LICENSED CONTRACT I DECLARATION I hereby affirm under penalty of 'ury th t I am lice ed under rodovi ons of Chapter 9 (commencing with Section 7000) of Division 3 of t B sine and Pro ssionals e, nd my License is in full force and effect. Licensee Class: B Lic nse o.: 727199 Date: 1 - (�- 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 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: LQPERMIT Date: 9/16/13 Owner: 3 BOULDERS 42760 MADIO ST. INDIO, CA 92201 rEt__ ( 2�J13Contractor: CORONEL ENTERPRISES fl] 42760 MADIO STREET CIY F LAQUIDITA INDIO, CA 92201 €INAI`dCEDEPT. (760)775-1234 Lic. No.: 727199 ----------------------------------------------- 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 STATE FUND Policy Number 903 2-2012 I certify that, in erforma of the work fo hJht is issued, I shall not employ any personinany an er so a become su ect compensation laws of California, and agree that, if 1 hould ome subjecto the pensation provisions of Section p3700 of the La r ode, I all forthwith complyrovisions. Date: �1 - i�- I� 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 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 issuaiJ , or cess 'on of r o 180 days will subject permit to cancellation. I certify that I have read this application and state format n is c rect. 1 agr a to comply with all city and county ordinances and state laws relatinructio and h eby auth ize representatives of thiss county to enter upon the above-mentionedection rposes. Date: 1- U��3 Signature (Applicant or Agen 0 Application Number .. ... . . 13-00001166 Permit . . . WALL/FENCE PERMIT 2013 Additional desc . Permit Fee . . . . 90.09 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 7000 Expiration Date 3/15/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 3.00 14.3000 EA MISC WALL, ADDL 50 LF 42.90 ---------------------------------------------------------------------------- Special. Notes and Comments BLOCK WALL - 250 L.F. OF COMBO WALL, 2 FT. RETAINING WITH 6 FT. GARDEN WALL WITHIN PROPERTY LINES, PER APPROVED ATTACHED ORCO BLOCK DETAIL. 2010 CALIFORNIA BUILDING CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, WALLS 60.06 Fee summary Charged Paid -------------------- Credited -------------------- Due ----------------- Permit Fee Total 90.09 .00 .00 90.09 Plan Check Total .00 .00 .00 .00 Other Fee Total 61.06 .00 .00 61.06 - Grand Total 151.15 .00 .00 151.15 LQPERMIT Bin.-#'-. City of La Quinta Building 81 Safety Division -P.O. Box 1504 78-495 Calle Tampico La Quinta, CA 92253. Building Permit Application and Tracking Sheet Project d_ddTess:S ,-a\(S Owner's Name: �S A. P. Number: Address'. l { _� bd Leszal Description: City,ST, Zip a C _ C7 \\ L ( trac o Con � 1 Te hone: � eP - Address: Q. M Project Description: Cir. -.ST. Zip*__ \��1 - a _aQ �^\\\ �� w- , w � e hon e: - TelP % � 6 Z 5 �( 3 w Z State Lic_ _ : %a-% t City Lic. #: Arch.. Enar.. Designer: Address: Circ'. ST. Zip: T e oer: Construction TYPe: Occupancyhn Store is- � 'ProJecttYP (circle one) New A d'n Atter r Repairaz' Demo e of ContaC _T #Stories: .4 Units: fhone = oContact Person: Estimated Value of Project: _%CO , PPUCI1I�Ts<il:Di:NO:i1111F�TE. iO>TiilS:�HE:><>':><>><>><`'>`>>:»'>:<:::<;:>:'<:»:<`:`:: ' ' .Strn'ctara7?', ': ' 'Eros's CSki Titk 24:6 1";raot; 'hoof:��rs ogiracra '� ��C1�.81131Q1 ' '1V4:okers? �� .PJaaning'ti �:.'''•�EEue?Mat : A.g:Apprn E a Sf lruwhl Aff COAafraDE•aMKNadIIIMClb9F7rFOIv�GYrdA+•APshaWAIM CCOF. nEVNr M/fDdv SM'f1ALO LOPFZOCANiO SAA'nACO L OPQOCAEe+e awe wa E M3ni6pE rpv pdg4aiEa d auwwra wad epon47 RAPOY4 wa017 m 4AAra . Ar,yo P[wAp UNDERGROUND SERVICE ALERT GENERAL SPECIFICATIONS DIG RT If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings, specifications or other contract documents, the GENERAL CONTRACTOR shall notify the designer in writing of such error or omission. In the iY event that the GENERAL CONTRACTOR falls to give ' G such notice before construction and/or fabrication ati- the work, THE.GENERAL CONTRACTOR WILL BE HELD 811 RESPONSIBLE to the result of any errors. dlscrepances ��b � Or on'dsslons and the cost Of rectirylrg the some. s0 TWO WOR)GNG DAYS BEFORE YOU DIG S \ PROPOSED 1 i GENE" CONTRACTOR SHALL VISIT e� SWAM MMM 87111 ONE% �� GENERAL NOTES THE JOB SITE AND VERIFY ALL 1 `� APN.:774-042-011 ! o )CATION 1. ALL WORK CALLED FOR IN MESE PIANS SMALL BE EXECUTED WITH EXISTING CONDITIONS DITREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL w ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF ME SITE PLAN NOTES VICINITY MAP �r� JURISDICTION IN WHICH R IS BEING CONSTRUCTED. 2. ALL WORK WHETHER SPECFICNLY CALLED FORE NOT. SHALL BE WARMING POVE : PLANT MATERIAL LISTED MAY IS MAY NOT HAVE BEEN X e ex Not TO SCALE CONSTRUCTED TINDER THE LATEST EDITION Of THE rRIORM BUILDING APPROVED BY THE AGRHcunIN1 COMMISSIONERS OFFICE. _ GENERAL SYMBOLS CODE AS ADOPTED BY ME LOCAL GOVERNING AGENCY. LAN AREAS INDICATED SPALL BE PROVIDED W/ FILL COVERAGE 3. ALL EXTERIOR FLATWOPK SHALL HAVE A POSITIVE SLOPE AWAY FROM AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW DEVICE THE BUILDING Il% MIN.) TEMPORARY TOIIFA SHALL BE PROVIDED BY THE GENERAL CONTRACTOR d. THE GENERAL CONTRACTOR SAL THOROLGEELY FAMILIARIZE FOR ALL TRADES UNILL ME COMPLETION OF THE WORN. (vim HIMSELF VIM THIS DOCUMENTS PRIOR ro PROCEEDING WITH ANY ALL TRADES SHALL AT ALL TIMES KEEP INE PREMISES FREE FROM I t?A { +1 ELEVATION HEIGHT CONSTRUCTION AND SAL REPORT ANY DISCREPANCY TOME ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK ^� DESIGNER PRIOR ro COMMENCING ANY WORK 5X0120 ANYR' L / i.OA. ROP OP PPRAPE7 pEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18' I. PL TOP OF PATE CONSENT FROM THE DESIGNER. THE OVMERICONIRAGTOR ASSUME SHALL BE LOCATED WITHIN A DISTANCE OF V-17 OF A BUILDING FOOTING. �n[Aar ! 1 ALL RESPONSIBBIIY FOR SUCH DEVIATION, I. P TOP OF CONCRETE S. THE GENERAL CONTRACTOR SMALL SUBMIT COPIES OF SHOP UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A ND04 M OF G 4'-0- DEEP AND THE DtSTU RBED SOUL SHALL BE COMPACTED WITHIN A 4'-0' T R SSESST .) ALL MANUFACTURED ED ITEMS W A CABINETS, DISTANCE OF ANY FOOTING OR UNDER A CONCRETE STAB. 1 � � � I.O.W. a D. TOP OF WINDOWS B DOORS iRUSSES.Ero.) ro THE DESIGNER FOR RENEW AND APPROVAL PRIOR � L 0. CENTERLINE TO FABRICATION. THE GENERAL CONIRAC70R WILL BE RESPONSIBLE ALL PROPERTY LINES EASEMENTS AND BUILDINGS BOM EXISTING AND SU PROVIDEADEQUATE90 TE IME FOR REVIEW (10 WORDING DAYS)OF PROPOSED. ARE S/10WN ON TIS SM PUN. ' 1 8 0 t IMPACSUBMITHECOSSOUCTIONS HEDULICH EVIEWSNITNOTADVERSELY [31 GENERAL NOTES IMPACT THECONSTRUCTION SCIEDUE. THE DEVELOPER/CONiRACroR/OWNER IS RESPONSIBLE FORME6. INFREQUENT SITE VISITSBY ME DESGNEROR ENGINEER, IN NOWAY VERIFICATION OF EXISTING CURB TOR EDGE OF STREET PAVING IF NO PROPOSED WALLEVIATES THE CONTRACTORSRE9rONSOUTY IN REGARDS TO CODE ORIrs CURB EXIST). � N FROM iNE PROPERTY UNE(S VAIN THE PIBUCi c F N 0 A N orforld door 3 windows b rnddh to eAMV dpCOMRNN(.E. sMETY OR THOROU(.WRESS. (RTHREE LU B AI new SlatLp TIenwtahom) IND be IMIAed with o 7. ALL SUBCONTRACTORS SNAIL VISIT TE JOB SITE WITHIN xd HOURS DEPARTMENT OF BUILDING i Q EDROO �' N eAltytrh0 Ideal attached dhowlnp "" V value. PRIOR ro COAMA04MG WORK THE SUBCONTRACTOR SMA L SE /C RESPONSSLE FOR REVIEWING RELATED TRADES SB SURFACE 3 O W C. N aloin g nlud comply with tb current cbc. PREPARATION MID STALL REPORT ANY NON -CONFORMING AND SAFETY Cn athopter 24. HOUSE DISCREPANCY ro ME GENERAL CONTRACTOR. EXECUTION OF WORK Z D. Flom and Coumtertladh m aderbr aoenlnOM BY ANY SUB{ONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADES WORK THIS PROJECT WELL COMPLY WITH: A I O d H warmer -OMP a1 arias. do0n par hbe section . 201 o CALIFORNIA BUILDING CODE (BASED ON THE 20091SC) 8 FINISH FLOOR To BE t r ABOVE DATUM POINrgi W s Q Fn 1707. 2010 CALIFORNIA RESDFNFl4l CODE MUSED ON THE 2009 IC) IOP OF CURS AT R IN OF OT h ' X B. ME OWNER AGREEro HOLD EMPLOYEES. AND ENGINERS AGA, AND DEFEND 2010 CALIFORN14 MFCNAWCA1. CODE (BASED ON TIE 2009 UMC 1 '� rF Q FJ lL E. Eddbr web mint Da one-hour w" V d Properly TIE DESIGNER, IDIDAMAGAND ENGINEERS AGAINST ANY AND C ALL LIABILITY. CLAIM WSSION AND COBS OF DEFENSE C US D B OUT 2010 CALIFORAM PWMSNG CODE (BASED ON TNF 200 UNCI Q One. In Toa 4. a 90 option .2L N a endo. 1 at7c M THEDIF ERRORS OR o E PLAN S. OR NEGLIGENT ACTS CAUSED BY THE 2010 ER CDE (BASED ON THE 20DB NEC) CITY , T /dA�L� /�� LLL�� •1 = PROPOSED C W � b m9rV ao�r'a-�,"ro he � ft MODIFICATIONS ro THE PULS AND SPECIFICATIONS. 5070 CALIFORNIA GREEN BUtD-ACs STANDARDS COOT ( _ 1 , q ®� ! I ,\ ITA i J miff rspan ootdh�a/ irorni o� o Itieri isdhx -flag 9. ANY CHANGE. MIOOIFICATKON OR ALTERATION OF HESE PANS SHALL C 1 , I \�_Rl N V A TWO -CAR DJ reddNe aandrudbn: BE AT THE SOLE RIS! OF THE PERSON MAKING OR CAUSING THE SAME $ ANDCONFORMITY IVAR TEwEDq� DESGNER aREcamFOR CONSTRUCTION HOURS BUILDING &SAFETY DEPT. GARAGE SHEET INDEX P R ®V E D _ C.S. COVER SHEET - SITE PLAN 10. VERIFY CONNECTION POINTS FOR POWER TELEPHONE MID uN OCTOBER I - APIA 30 MAY I - SEPTEMBER JO L B��..0//O � SYSTEMS PRIOR ro CONSIRUCTON APPR070hNTEONLY LOCATIONS (o� yy INDICATED FOR TRANSFORMER LOCATIONS. ETC. Mdhdoy-Ndav 7:01)-5:30tem MondaY-Frldoy 6:OOam•7:001"n W G A.2 ELEVATIOA. I FLOOR NS & Saturday B:ooen.s:mpm Sr7Mtlay B:OLbm5:00Prn FOR O STRUCTION _ Q - a3 BEcnoNs 11. COMPLY WITH ALL UIWTY COMPANY REQUIREMENTS. PROVIDE ALL Sunday NOT ALLOWED SUMay N07 ALLOWED � RELATED CONDU S. PLL BOXES AND RISERS, Gwen Code Hoorays Goren. Cone HcOdap _ A.4 ROOF PLAN 12. CONTRACTOR SIAL VBIFY ACTNL DEPTH AND LOCATION OF ALL NOT ALLOWED NOT ALLOWED V/ N /J @ ra ue E.1 ELECTRICAL PLAN EXISTING UIIIfIIES PIOR roCONSTRUCTION ...CALL UNDERGROUND DATE // L/V //�JBY ` C M.l MECHANICAL PLAN SERVICE ALERT (TOLL FREE SI /l POOP ro TRENCHING. GRADING. BLOCK WAIS, TRASH ENCLOSURES, TEMPORARY POWER POLES. POOLS, P.1 PLUMBING P DICAVATING. DRILLING. PffE PUSHING. PUWONG TREES DIGGING SPAS REOUBE SEPARATE PERMITS. ra c•r PLAN FENCE POST HOLIES ETC. THEY WBL SU'PlY INFORMATION OR LOCATE • T.I. TITLE 24 REPORT AND MURK PINY W DERGROUND FAgl111Es 13. BUILDING ADDRESS SMALL BE PROVIDED ON ME BULD04G IN RICH THE IRON SHOPS, Mar N Sl FOUNDATION PLAN POSITRON AS TO BE PALMY VISIBLE END LEGIBLE FROM THE STREET. 1 - • 250 GAL GAS TANK S2 FRAMING PLAN meLeadrgMbM«Mmasprat SDI STRUCTURAL DETAILS PRO SED 31.s• DPM. 14. ALL OR EQUAL SUBSTITUTONS MUST BE S XIMITTED TO. AND APPROVED 5� 6-' i Carnia . T -1D• 11.IIG1H1 SD2 STRUCTURAL DETAILS BY THE BUILDING OFFICIAL PRIOR To INSTALLATION OF THE TEM ALLIMNLIM SPIRAL STAR ZITS PROPOSED Gas 3-4- - NEIGI(f SD3 STRUCTURAL DETAILS 15. THE DEVELOPER/CONTRACTOR/ OWNER S RESPONSIBLE FOR THE 5.0.5'.•. 64T. 6'o•. 7'fl SStock OPOS = W1_ SEACINC, SWI STRUCTURAL DETAILS VERIFICATION OF DOST94G CURB LOCATION (OR EDGE OF STREET DIAMETER CODE STAIRS (d• Sep.de PaYN)) PAVING E NO CURBS EXIST) FROM PROPERTY UN E(S) WITH ME PUBLIC MOIL NO.: SIAMIN D M 111 J/4 LEG HEIGHT WORKS DEPARTMENT. CODES: •.. .,: •...' 2011 CITY OF LOS ANGELES BUILDING CODE. •...:. ,. W 16. UST OF SPECIAL INSPECTION ITEMS IF FOUNDATION INS 2010 C.B.C. / 2010 ULC. B • SORSCONIEPDX ANCHO FO(/NWRA7NwsPECTXON 20D9I.B.C. B 2007 I.R.C. • DpAMSITRAL MASONRY 7gFR5 INSTALLATION LOS ANGELES CITY LICENSED • SRRLCNRAI. M4450NM FABRICATOR *1 150 LOS ANGELES CITY STANDARDTHE BLUE •`' � .- +^' "Y•" ` y 11124to ' BOX STRUCTURAL NOTES aPDFRPFSAN o lEcoWTNSA o BIMDIIALO ai PROJECT DATA MASTER PAW 125. 2307.1.3. PREURVAlNFTRFAIED HOOD. !Ember. tuba, ptywtoe. PIS PROJECT: 1231316 PROPOSED THEE BEDROOM HOUSE FOR: Los and Ides wpp-.V penThener I muct-3 NOTE: DA. raphNod by Section 2304.11 to be preaeNdM treated drat DRIVEWAY APPROACH REQU I ES SEPARATE POINT OWNER: CORONEL ENTERPRISES eonldn to Rho rowadnona d tre applicable AWPA Standard 11124' BOX PTERINS AND INSPECTION BY CITY OF U PA: 760.775.1234 . Per: 760.775.5353 SHOESTRING ACACIA QUINTA PUBLIC WORKS 42.760 Medio Strad N and Md et the dpeales, l ba N et, In Servabe and (ACACIA STENOPMYLLAI Intlb, u 92201 Aha use. , and Plywood! ban wood d Sectionnda 4 d AWP- ME DEVELOPER/CONTRACTORNWNER N. lum0er and ptywaotl used m woad Tourhaallorh syatemH d-1 cent. -to Ch pter 13. r IS REypNSSBBE FOR ME VERIFICATION OF ® PROJECTADDRESS: $2210 AVENIDA DIAZ EXISTING CURS JOR EDGE OF STREET to Quirda, CA. 92253 v FALM/G IF NO CURB BOYS) LOCATION Site Plan LEGAL DESCRIPTION: 230J.I.B.1 IDFP-ver"WFIFICATION wood required b by Section ? FROM PROPERTY UNEFSI WITH ME PBIIC API. 774-042-011 xso4.11 ro 7e- PreaorValNe treated dhae bed me quOOty -dfl d an mpeotcn egn y Met nl.fdoed cdplhWg WORKS DEPARTMENT. SHa6 _I/r. H -0• r- RECORDED BOOK/PAGE: he 19130 Ad9eMddh, tiding and Irupoction a. the OuHatty d the -'•'•-A Y,•++'S . ;��• ProserwelNrededetl woo0. fluWecfbn o0endos for ProaBrYatNe- _ 1 SUBDIVISION AMIE: SAND CARMEUTA VALE U QLB'RA UIOT 1S, LOUPARCEL: 14. BLOCK: NOT AVAILABLE boded wood U with Bled re en owes W the TRACT NUMBER: NOT AVAILABLE body rthd corralled wnn the ragwer7,xd4 d the AIHhalcan (3)IGAL �-� LOT SIZE: RECORDED LOT SIN IS O. II ACRES lumbo Slarldddd.M be eo Wood Programp.Id a equNalenf. PINK FAIRY DUSTER 53210 MOMM BRM MAPS PAG4GRID: PAGE: B79 GRID: E2 ithe d7mN re pn anv ih en a damp d label 1CAILIMIDRA ERIOPIYIW THOMAS AUJRGE: PAGE: SEC 1 x th.f. d to the Pre ing Int traded woos and mal flhcMNae the following mlen„otun: 1. Identification d Treating nanufactw, Avenida Diaz OCCUPANCY z. Type d PrderYaNa u%0. OF OOASIRIX.IK7N: RC lVOn-lHtrlled 3. End - 1 which the rdent9n (pct} SPRINKLERS REQUIRED MD d. End um Id cr which the Product b duct we 5. AVIA y of the b which the product wad treated. _ 6. bo7dtY d Ib aaredtea trtspectldh aoerhgl. Y - 4 PROPERTI'CHARACTERISTICS: FASTENERS W PRESERVAIrVFiREA7ED. Fadenen fat weaenLdhe-Redea LOTAREA 4.791.6 50. Fl. 100.0% and tre+elamanfdreded INood dhdl be of hot LOTA AREA 1.918.0 SQ. FT. 40.1% dipped b coatod gaNdbed cod. ddNea dael. Okun UNING A AREA H Drorae d capper. Rifle Coaltrp wdSMs for 71ncCoatBtl tadenon WATER HEARER: 473.0 5Q Fl. 9.S,% LANDSstgl 0e- m axaapnce wltlh ASTM A 7 SJ. WATER HEATER. AREA 2.400.6 so. FT. 50.1 % SPECIFYSPECIAL INSPECTION REQUlREMFMS FOR 'BUILDING DEPT. SUBMITAL' T I A 0 L P e OIIAAR ®v1 A 71R/M.IY��10�r P.O. Bd 101 B. U QUNTA CA 92247 760.485.8927 REVISIONS: 0 0 V n Pn ry� L N V 6 � w v h y; Q O Q W oaOUj i co- o l► Z U Z a� o W Q U V Site Plan FILE: 2ol3 P / CE -1918 DRAWN: S.L.O. DATE: 02/06/13 SCALE: AS NOTED SHEET. C S OF SHEETS. EPDXIED DOwEL(S. E a Sf lruwhl Aff COAafraDE•aMKNadIIIMClb9F7rFOIv�GYrdA+•APshaWAIM CCOF. nEVNr M/fDdv SM'f1ALO LOPFZOCANiO SAA'nACO L OPQOCAEe+e awe wa E M3ni6pE rpv pdg4aiEa d auwwra wad epon47 RAPOY4 wa017 m 4AAra . Ar,yo P[wAp UNDERGROUND SERVICE ALERT GENERAL SPECIFICATIONS DIG RT If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings, specifications or other contract documents, the GENERAL CONTRACTOR shall notify the designer in writing of such error or omission. In the iY event that the GENERAL CONTRACTOR falls to give ' G such notice before construction and/or fabrication ati- the work, THE.GENERAL CONTRACTOR WILL BE HELD 811 RESPONSIBLE to the result of any errors. dlscrepances ��b � Or on'dsslons and the cost Of rectirylrg the some. s0 TWO WOR)GNG DAYS BEFORE YOU DIG S \ PROPOSED 1 i GENE" CONTRACTOR SHALL VISIT e� SWAM MMM 87111 ONE% �� GENERAL NOTES THE JOB SITE AND VERIFY ALL 1 `� APN.:774-042-011 ! o )CATION 1. ALL WORK CALLED FOR IN MESE PIANS SMALL BE EXECUTED WITH EXISTING CONDITIONS DITREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL w ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF ME SITE PLAN NOTES VICINITY MAP �r� JURISDICTION IN WHICH R IS BEING CONSTRUCTED. 2. ALL WORK WHETHER SPECFICNLY CALLED FORE NOT. SHALL BE WARMING POVE : PLANT MATERIAL LISTED MAY IS MAY NOT HAVE BEEN X e ex Not TO SCALE CONSTRUCTED TINDER THE LATEST EDITION Of THE rRIORM BUILDING APPROVED BY THE AGRHcunIN1 COMMISSIONERS OFFICE. _ GENERAL SYMBOLS CODE AS ADOPTED BY ME LOCAL GOVERNING AGENCY. LAN AREAS INDICATED SPALL BE PROVIDED W/ FILL COVERAGE 3. ALL EXTERIOR FLATWOPK SHALL HAVE A POSITIVE SLOPE AWAY FROM AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW DEVICE THE BUILDING Il% MIN.) TEMPORARY TOIIFA SHALL BE PROVIDED BY THE GENERAL CONTRACTOR d. THE GENERAL CONTRACTOR SAL THOROLGEELY FAMILIARIZE FOR ALL TRADES UNILL ME COMPLETION OF THE WORN. (vim HIMSELF VIM THIS DOCUMENTS PRIOR ro PROCEEDING WITH ANY ALL TRADES SHALL AT ALL TIMES KEEP INE PREMISES FREE FROM I t?A { +1 ELEVATION HEIGHT CONSTRUCTION AND SAL REPORT ANY DISCREPANCY TOME ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK ^� DESIGNER PRIOR ro COMMENCING ANY WORK 5X0120 ANYR' L / i.OA. ROP OP PPRAPE7 pEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18' I. PL TOP OF PATE CONSENT FROM THE DESIGNER. THE OVMERICONIRAGTOR ASSUME SHALL BE LOCATED WITHIN A DISTANCE OF V-17 OF A BUILDING FOOTING. �n[Aar ! 1 ALL RESPONSIBBIIY FOR SUCH DEVIATION, I. P TOP OF CONCRETE S. THE GENERAL CONTRACTOR SMALL SUBMIT COPIES OF SHOP UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A ND04 M OF G 4'-0- DEEP AND THE DtSTU RBED SOUL SHALL BE COMPACTED WITHIN A 4'-0' T R SSESST .) ALL MANUFACTURED ED ITEMS W A CABINETS, DISTANCE OF ANY FOOTING OR UNDER A CONCRETE STAB. 1 � � � I.O.W. a D. TOP OF WINDOWS B DOORS iRUSSES.Ero.) ro THE DESIGNER FOR RENEW AND APPROVAL PRIOR � L 0. CENTERLINE TO FABRICATION. THE GENERAL CONIRAC70R WILL BE RESPONSIBLE ALL PROPERTY LINES EASEMENTS AND BUILDINGS BOM EXISTING AND SU PROVIDEADEQUATE90 TE IME FOR REVIEW (10 WORDING DAYS)OF PROPOSED. ARE S/10WN ON TIS SM PUN. ' 1 8 0 t IMPACSUBMITHECOSSOUCTIONS HEDULICH EVIEWSNITNOTADVERSELY [31 GENERAL NOTES IMPACT THECONSTRUCTION SCIEDUE. THE DEVELOPER/CONiRACroR/OWNER IS RESPONSIBLE FORME6. INFREQUENT SITE VISITSBY ME DESGNEROR ENGINEER, IN NOWAY VERIFICATION OF EXISTING CURB TOR EDGE OF STREET PAVING IF NO PROPOSED WALLEVIATES THE CONTRACTORSRE9rONSOUTY IN REGARDS TO CODE ORIrs CURB EXIST). � N FROM iNE PROPERTY UNE(S VAIN THE PIBUCi c F N 0 A N orforld door 3 windows b rnddh to eAMV dpCOMRNN(.E. sMETY OR THOROU(.WRESS. (RTHREE LU B AI new SlatLp TIenwtahom) IND be IMIAed with o 7. ALL SUBCONTRACTORS SNAIL VISIT TE JOB SITE WITHIN xd HOURS DEPARTMENT OF BUILDING i Q EDROO �' N eAltytrh0 Ideal attached dhowlnp "" V value. PRIOR ro COAMA04MG WORK THE SUBCONTRACTOR SMA L SE /C RESPONSSLE FOR REVIEWING RELATED TRADES SB SURFACE 3 O W C. N aloin g nlud comply with tb current cbc. PREPARATION MID STALL REPORT ANY NON -CONFORMING AND SAFETY Cn athopter 24. HOUSE DISCREPANCY ro ME GENERAL CONTRACTOR. EXECUTION OF WORK Z D. Flom and Coumtertladh m aderbr aoenlnOM BY ANY SUB{ONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADES WORK THIS PROJECT WELL COMPLY WITH: A I O d H warmer -OMP a1 arias. do0n par hbe section . 201 o CALIFORNIA BUILDING CODE (BASED ON THE 20091SC) 8 FINISH FLOOR To BE t r ABOVE DATUM POINrgi W s Q Fn 1707. 2010 CALIFORNIA RESDFNFl4l CODE MUSED ON THE 2009 IC) IOP OF CURS AT R IN OF OT h ' X B. ME OWNER AGREEro HOLD EMPLOYEES. AND ENGINERS AGA, AND DEFEND 2010 CALIFORN14 MFCNAWCA1. CODE (BASED ON TIE 2009 UMC 1 '� rF Q FJ lL E. Eddbr web mint Da one-hour w" V d Properly TIE DESIGNER, IDIDAMAGAND ENGINEERS AGAINST ANY AND C ALL LIABILITY. CLAIM WSSION AND COBS OF DEFENSE C US D B OUT 2010 CALIFORAM PWMSNG CODE (BASED ON TNF 200 UNCI Q One. In Toa 4. a 90 option .2L N a endo. 1 at7c M THEDIF ERRORS OR o E PLAN S. OR NEGLIGENT ACTS CAUSED BY THE 2010 ER CDE (BASED ON THE 20DB NEC) CITY , T /dA�L� /�� LLL�� •1 = PROPOSED C W � b m9rV ao�r'a-�,"ro he � ft MODIFICATIONS ro THE PULS AND SPECIFICATIONS. 5070 CALIFORNIA GREEN BUtD-ACs STANDARDS COOT ( _ 1 , q ®� ! I ,\ ITA i J miff rspan ootdh�a/ irorni o� o Itieri isdhx -flag 9. ANY CHANGE. MIOOIFICATKON OR ALTERATION OF HESE PANS SHALL C 1 , I \�_Rl N V A TWO -CAR DJ reddNe aandrudbn: BE AT THE SOLE RIS! OF THE PERSON MAKING OR CAUSING THE SAME $ ANDCONFORMITY IVAR TEwEDq� DESGNER aREcamFOR CONSTRUCTION HOURS BUILDING &SAFETY DEPT. GARAGE SHEET INDEX P R ®V E D _ C.S. COVER SHEET - SITE PLAN 10. VERIFY CONNECTION POINTS FOR POWER TELEPHONE MID uN OCTOBER I - APIA 30 MAY I - SEPTEMBER JO L B��..0//O � SYSTEMS PRIOR ro CONSIRUCTON APPR070hNTEONLY LOCATIONS (o� yy INDICATED FOR TRANSFORMER LOCATIONS. ETC. Mdhdoy-Ndav 7:01)-5:30tem MondaY-Frldoy 6:OOam•7:001"n W G A.2 ELEVATIOA. I FLOOR NS & Saturday B:ooen.s:mpm Sr7Mtlay B:OLbm5:00Prn FOR O STRUCTION _ Q - a3 BEcnoNs 11. COMPLY WITH ALL UIWTY COMPANY REQUIREMENTS. PROVIDE ALL Sunday NOT ALLOWED SUMay N07 ALLOWED � RELATED CONDU S. PLL BOXES AND RISERS, Gwen Code Hoorays Goren. Cone HcOdap _ A.4 ROOF PLAN 12. CONTRACTOR SIAL VBIFY ACTNL DEPTH AND LOCATION OF ALL NOT ALLOWED NOT ALLOWED V/ N /J @ ra ue E.1 ELECTRICAL PLAN EXISTING UIIIfIIES PIOR roCONSTRUCTION ...CALL UNDERGROUND DATE // L/V //�JBY ` C M.l MECHANICAL PLAN SERVICE ALERT (TOLL FREE SI /l POOP ro TRENCHING. GRADING. BLOCK WAIS, TRASH ENCLOSURES, TEMPORARY POWER POLES. POOLS, P.1 PLUMBING P DICAVATING. DRILLING. PffE PUSHING. PUWONG TREES DIGGING SPAS REOUBE SEPARATE PERMITS. ra c•r PLAN FENCE POST HOLIES ETC. THEY WBL SU'PlY INFORMATION OR LOCATE • T.I. TITLE 24 REPORT AND MURK PINY W DERGROUND FAgl111Es 13. BUILDING ADDRESS SMALL BE PROVIDED ON ME BULD04G IN RICH THE IRON SHOPS, Mar N Sl FOUNDATION PLAN POSITRON AS TO BE PALMY VISIBLE END LEGIBLE FROM THE STREET. 1 - • 250 GAL GAS TANK S2 FRAMING PLAN meLeadrgMbM«Mmasprat SDI STRUCTURAL DETAILS PRO SED 31.s• DPM. 14. ALL OR EQUAL SUBSTITUTONS MUST BE S XIMITTED TO. AND APPROVED 5� 6-' i Carnia . T -1D• 11.IIG1H1 SD2 STRUCTURAL DETAILS BY THE BUILDING OFFICIAL PRIOR To INSTALLATION OF THE TEM ALLIMNLIM SPIRAL STAR ZITS PROPOSED Gas 3-4- - NEIGI(f SD3 STRUCTURAL DETAILS 15. THE DEVELOPER/CONTRACTOR/ OWNER S RESPONSIBLE FOR THE 5.0.5'.•. 64T. 6'o•. 7'fl SStock OPOS = W1_ SEACINC, SWI STRUCTURAL DETAILS VERIFICATION OF DOST94G CURB LOCATION (OR EDGE OF STREET DIAMETER CODE STAIRS (d• Sep.de PaYN)) PAVING E NO CURBS EXIST) FROM PROPERTY UN E(S) WITH ME PUBLIC MOIL NO.: SIAMIN D M 111 J/4 LEG HEIGHT WORKS DEPARTMENT. CODES: •.. .,: •...' 2011 CITY OF LOS ANGELES BUILDING CODE. •...:. ,. W 16. UST OF SPECIAL INSPECTION ITEMS IF FOUNDATION INS 2010 C.B.C. / 2010 ULC. B • SORSCONIEPDX ANCHO FO(/NWRA7NwsPECTXON 20D9I.B.C. B 2007 I.R.C. • DpAMSITRAL MASONRY 7gFR5 INSTALLATION LOS ANGELES CITY LICENSED • SRRLCNRAI. M4450NM FABRICATOR *1 150 LOS ANGELES CITY STANDARDTHE BLUE •`' � .- +^' "Y•" ` y 11124to ' BOX STRUCTURAL NOTES aPDFRPFSAN o lEcoWTNSA o BIMDIIALO ai PROJECT DATA MASTER PAW 125. 2307.1.3. PREURVAlNFTRFAIED HOOD. !Ember. tuba, ptywtoe. PIS PROJECT: 1231316 PROPOSED THEE BEDROOM HOUSE FOR: Los and Ides wpp-.V penThener I muct-3 NOTE: DA. raphNod by Section 2304.11 to be preaeNdM treated drat DRIVEWAY APPROACH REQU I ES SEPARATE POINT OWNER: CORONEL ENTERPRISES eonldn to Rho rowadnona d tre applicable AWPA Standard 11124' BOX PTERINS AND INSPECTION BY CITY OF U PA: 760.775.1234 . Per: 760.775.5353 SHOESTRING ACACIA QUINTA PUBLIC WORKS 42.760 Medio Strad N and Md et the dpeales, l ba N et, In Servabe and (ACACIA STENOPMYLLAI Intlb, u 92201 Aha use. , and Plywood! ban wood d Sectionnda 4 d AWP- ME DEVELOPER/CONTRACTORNWNER N. lum0er and ptywaotl used m woad Tourhaallorh syatemH d-1 cent. -to Ch pter 13. r IS REypNSSBBE FOR ME VERIFICATION OF ® PROJECTADDRESS: $2210 AVENIDA DIAZ EXISTING CURS JOR EDGE OF STREET to Quirda, CA. 92253 v FALM/G IF NO CURB BOYS) LOCATION Site Plan LEGAL DESCRIPTION: 230J.I.B.1 IDFP-ver"WFIFICATION wood required b by Section ? FROM PROPERTY UNEFSI WITH ME PBIIC API. 774-042-011 xso4.11 ro 7e- PreaorValNe treated dhae bed me quOOty -dfl d an mpeotcn egn y Met nl.fdoed cdplhWg WORKS DEPARTMENT. SHa6 _I/r. H -0• r- RECORDED BOOK/PAGE: he 19130 Ad9eMddh, tiding and Irupoction a. the OuHatty d the -'•'•-A Y,•++'S . ;��• ProserwelNrededetl woo0. fluWecfbn o0endos for ProaBrYatNe- _ 1 SUBDIVISION AMIE: SAND CARMEUTA VALE U QLB'RA UIOT 1S, LOUPARCEL: 14. BLOCK: NOT AVAILABLE boded wood U with Bled re en owes W the TRACT NUMBER: NOT AVAILABLE body rthd corralled wnn the ragwer7,xd4 d the AIHhalcan (3)IGAL �-� LOT SIZE: RECORDED LOT SIN IS O. II ACRES lumbo Slarldddd.M be eo Wood Programp.Id a equNalenf. PINK FAIRY DUSTER 53210 MOMM BRM MAPS PAG4GRID: PAGE: B79 GRID: E2 ithe d7mN re pn anv ih en a damp d label 1CAILIMIDRA ERIOPIYIW THOMAS AUJRGE: PAGE: SEC 1 x th.f. d to the Pre ing Int traded woos and mal flhcMNae the following mlen„otun: 1. Identification d Treating nanufactw, Avenida Diaz OCCUPANCY z. Type d PrderYaNa u%0. OF OOASIRIX.IK7N: RC lVOn-lHtrlled 3. End - 1 which the rdent9n (pct} SPRINKLERS REQUIRED MD d. End um Id cr which the Product b duct we 5. AVIA y of the b which the product wad treated. _ 6. bo7dtY d Ib aaredtea trtspectldh aoerhgl. Y - 4 PROPERTI'CHARACTERISTICS: FASTENERS W PRESERVAIrVFiREA7ED. Fadenen fat weaenLdhe-Redea LOTAREA 4.791.6 50. Fl. 100.0% and tre+elamanfdreded INood dhdl be of hot LOTA AREA 1.918.0 SQ. FT. 40.1% dipped b coatod gaNdbed cod. ddNea dael. Okun UNING A AREA H Drorae d capper. Rifle Coaltrp wdSMs for 71ncCoatBtl tadenon WATER HEARER: 473.0 5Q Fl. 9.S,% LANDSstgl 0e- m axaapnce wltlh ASTM A 7 SJ. WATER HEATER. AREA 2.400.6 so. FT. 50.1 % SPECIFYSPECIAL INSPECTION REQUlREMFMS FOR 'BUILDING DEPT. SUBMITAL' T I A 0 L P e OIIAAR ®v1 A 71R/M.IY��10�r P.O. Bd 101 B. U QUNTA CA 92247 760.485.8927 02/06/13 REVISIONS: 0 0 V n Pn ry� L N V 6 � w v h y; Q O Q W oaOUj i co- o l► Z U Z a� o W Q U V Site Plan FILE: 2ol3 P / CE -1918 DRAWN: S.L.O. DATE: 02/06/13 SCALE: AS NOTED SHEET. C S OF SHEETS. 02/06/13 �Iu 5 ORCO 6' HIGH WALL W/ 2'-0" - 4'-0" RETAINING 2 F b FOR 85 MPH WIND 3 SEC. GUST @ EXP C DW6W ORIM?M, PER 1010 ®C L Sian B64RDVC,' PRESSURE =1507 PSF+ 1/3 PVM FOR WL SEl57MIC EQLBVALEVT RUID PRESSURE s 45 PSF PER TABLE 16164.1 2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PSF. 3. GROUT STRIAUM - 20M PSI0 2844M A RFDVPi7V aAV SM: GRADE 60 S.SEW= -1 SEC AMIER ATIOIN a 7M96. 6 1500 PSI M450AWYQAMPREYRON57RENGM. NOTES., I. CONCRETE BLOCKSNALL CONFORM TO ASTM C90. ORCO STD. PRE=ON SPLIT FAC OR SLUMP &QOC MAYBE USED. 2. coir wm FDR FOOTING SH.UL BE 1 PART ®HENT TD 2-1/2 PAM SAO M 3-1/2 PARTS GRAVES( WITHA MAXIMUM OF I-112 GALLONS OF WATER PER SACK PORTLAND ®MENTMALL CONFORM TO ASTM C 150 TYPE DIV. Fc - 2500 PST A REVVMRONGSTEEL .SHALL BE OBRXMLO AND CONFORM TO ASTMA 615 GRADE 60. PROPW 49 MR DDNIETER IAP. 4. RE RV SMALL BECENTEJRED IN THE CtlNbtET StDO( CELL IN "aw. rTISCOCATED. S. COAV EIF &OCC SMALL BE LAY® INA RUNNING BOND PA77ERNWIIHVER7TCALOWVTINUITYOF71fEMl L/N0. 6. ALL BLOCK m c C OWAMING VBL77GLL RESAR SMALL BE SOHO GROUTED. 7. USE OSP TYPES MORTAR PWPOR771NJEDUSTNGAVNC270.1 PART CEMB\T 7D I/L PART LIME TO 4.1/2 PAR7S DAMP, LOOSE SAND. 6 GROUT TOR CONCRETE BLOCKTO LEE I PARTCDkWT TD 3 PARTS54ND (GWUrMAYCONTAIN 1 PARTS3/B' PEA GRAVEL lF WEATHER CONDITIONS ARE FAVORISLEAND SLOCCUNORSTRUCT® CEL SUEISSURWENT TO ALLOW GOOD GROUTROK WATER SWU. BEADDED TO PRODlCEGOOD GROUT RDW WITMOUf SEGMA770N OF 714E CON5I7UEM5 PER ASTM 476. 9. BLOCKS/FPT MAY BE WET -SET I-O'IN70 THE FOOTING WNBE TMECOAOMISMASM BLOOCSTEM MAYBE PLACED 70 E71HER tD(if CK TNE7R19YQf 7YAEFOD7DYf. 10. FwTm MUST BE POURED ON OR INTO LM07LSTURBED NATURAL SOIL OR ON COMPACTED RLL WITH A MINIMUM COMPACTION OF 91096. 11. RRST INSPECTION M BEAFTER PDD7ING 7ROKNE5ARE RFADY FOR CONCRETEAND ALL REQUIRED STEEL. LS TIED IN PLACE SECOND INOM7OY TO BE WHBV THE REQUIRED VERTICAL 5 M PLACEAND THE BLOCK WALL LS READY M GROUT. 12 94TOMUM OONTROL JOINT SPACING` 40'01C OR 20'01C IF THE WALL S TD BE snl= C 047M 0- OR SRR 35 AE RF PIPE W/1 Cr. 114"GAR VE WRAPPED W/MiRAFI 14ON FILTER FABRIC- ROPE TO DRAM, WATBIAROOFLL10=DEOFRETAMW WALL #4 MM CWT. 912' CYC 70PANDWrrOMASSNOWN IM IOYDOWEL 932' 0/C 11' M,CWALLS OA2Y C + 6" 'A' 'B' 'C I 'F' DOWEL w z ^ �1 z N/A #4032' 0/C I JJ' J 04052' 0/C LOL f 0 W �J Oma' > } m J U ® cc #4052' O/C OC � M LL 06 0,3 CL 0 /0• Z CL 24' O 4'-0' U � /5• L` Q 27' DW6W ORIM?M, PER 1010 ®C L Sian B64RDVC,' PRESSURE =1507 PSF+ 1/3 PVM FOR WL SEl57MIC EQLBVALEVT RUID PRESSURE s 45 PSF PER TABLE 16164.1 2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PSF. 3. GROUT STRIAUM - 20M PSI0 2844M A RFDVPi7V aAV SM: GRADE 60 S.SEW= -1 SEC AMIER ATIOIN a 7M96. 6 1500 PSI M450AWYQAMPREYRON57RENGM. NOTES., I. CONCRETE BLOCKSNALL CONFORM TO ASTM C90. ORCO STD. PRE=ON SPLIT FAC OR SLUMP &QOC MAYBE USED. 2. coir wm FDR FOOTING SH.UL BE 1 PART ®HENT TD 2-1/2 PAM SAO M 3-1/2 PARTS GRAVES( WITHA MAXIMUM OF I-112 GALLONS OF WATER PER SACK PORTLAND ®MENTMALL CONFORM TO ASTM C 150 TYPE DIV. Fc - 2500 PST A REVVMRONGSTEEL .SHALL BE OBRXMLO AND CONFORM TO ASTMA 615 GRADE 60. PROPW 49 MR DDNIETER IAP. 4. RE RV SMALL BECENTEJRED IN THE CtlNbtET StDO( CELL IN "aw. rTISCOCATED. S. COAV EIF &OCC SMALL BE LAY® INA RUNNING BOND PA77ERNWIIHVER7TCALOWVTINUITYOF71fEMl L/N0. 6. ALL BLOCK m c C OWAMING VBL77GLL RESAR SMALL BE SOHO GROUTED. 7. USE OSP TYPES MORTAR PWPOR771NJEDUSTNGAVNC270.1 PART CEMB\T 7D I/L PART LIME TO 4.1/2 PAR7S DAMP, LOOSE SAND. 6 GROUT TOR CONCRETE BLOCKTO LEE I PARTCDkWT TD 3 PARTS54ND (GWUrMAYCONTAIN 1 PARTS3/B' PEA GRAVEL lF WEATHER CONDITIONS ARE FAVORISLEAND SLOCCUNORSTRUCT® CEL SUEISSURWENT TO ALLOW GOOD GROUTROK WATER SWU. BEADDED TO PRODlCEGOOD GROUT RDW WITMOUf SEGMA770N OF 714E CON5I7UEM5 PER ASTM 476. 9. BLOCKS/FPT MAY BE WET -SET I-O'IN70 THE FOOTING WNBE TMECOAOMISMASM BLOOCSTEM MAYBE PLACED 70 E71HER tD(if CK TNE7R19YQf 7YAEFOD7DYf. 10. FwTm MUST BE POURED ON OR INTO LM07LSTURBED NATURAL SOIL OR ON COMPACTED RLL WITH A MINIMUM COMPACTION OF 91096. 11. RRST INSPECTION M BEAFTER PDD7ING 7ROKNE5ARE RFADY FOR CONCRETEAND ALL REQUIRED STEEL. LS TIED IN PLACE SECOND INOM7OY TO BE WHBV THE REQUIRED VERTICAL 5 M PLACEAND THE BLOCK WALL LS READY M GROUT. 12 94TOMUM OONTROL JOINT SPACING` 40'01C OR 20'01C IF THE WALL S TD BE snl= C 047M 0- OR SRR 35 AE RF PIPE W/1 Cr. 114"GAR VE WRAPPED W/MiRAFI 14ON FILTER FABRIC- ROPE TO DRAM, WATBIAROOFLL10=DEOFRETAMW WALL #4 MM CWT. 912' CYC 70PANDWrrOMASSNOWN IM IOYDOWEL 932' 0/C 11' M,CWALLS OA2Y C + 6" 'A' 'B' 'C I 'F' DOWEL 'G' VERT 2'-0' 2'-3' N/A #4032' 0/C I JJ' J 04052' 0/C 2/' Z'-8' 2'-3' 4' #4032' 0/C 41' #4052' O/C 11' 3'-4' 2'-6' /0• #4016' 0/C �49' #4052' 0/C 24' 4'-0' 2'-9' /5• #4016' 01C 357' #40J2' 0/C 27' 2 516" MIN. aFAR CELL OPOV REQUIRED TO USE 6616 SLUMPED CMU, O ORCO WIDE CELL SLUMP CITY OF" QUINTA QRpFES N I— L3 a C31925 *� Exv.12-31-2014 r4 C/v1� �v TF OF CAS•S�O�