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BLCK (14-0426)53280 Avenida Martinez 14-0426 P.O. BOX 1504 78-495 CALLE TAMPICO ..LA QUINTA, CALIFORNIA 92253 Application Number: 14-00000426 Property Address: 53280 AVENIDA MARTINEZ APN: 774-092-029-24 -000000- Application description: WALL/FENCE Property Zoning: COVE RESIDENTIAL Application valuation: 3500 Applicant: Architect or Engineer: 4 wa rw BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- I. 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 Professionals Code, and my License is in full force and effect. License Class: License No.: Date: 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 an plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: i 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.). 1 am exempt under Sec. , B.&P.C. for this reason r )ate: r c Ow / tr w 1 CONSTRUCTION LENDING AGEIQ 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. 3 )7, v. C). Lender's Name: Lender's Address: LQPERMIT Owner: RAY AND MARCIA VASQUEZ 53280 AVENIDA MARTINEZ LA QUINTA, CA 92253 (714)396-4024 Contractor: Owner VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 ------------------ WORKER'S COMPENSATION DECLARATION Date: 4/11/14 Lj'ri i r 0_ )_A QU!N7A kl 41 C,E i`IEPT. 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: Carr'ji;---- --------- - - - - -- - - Policy Number 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 Pqde, I shall forthwith co pl with those provisions. Da I ApptiWA V ARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGTTS 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 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 county to e(-nI r upon the above-mentioned prop rty f/or, i, ns'pec'tion u oses. D t V '1 Signature (Applicant or A W kA Application Number . . . . . 14-00000426 Permit . . . WALL/FENCE PERMIT 2013 Additional desc . . Permit Fee . . . . 47.19 Plan Check Fee .00 Issue Date . . . . Valuation 3500 Expiration Date 10/08/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 ---------------------------------------------------------------------------- Special Notes and Comments 57LF OF 5' GARDEN WALL WITH (2) PILASTERS AT FRONT YARD [ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 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 47.19 .00 .00 47.19 Plan Check Total .00 .00 .00 .00 Other Fee Total 61.06 .00 .00 61.06 Grand Total 108.25 .00 .00 108.25 LQPERM[T Bin # Per it # . . 'Project Address: 3 2g'a . - City of La Quinta Building U Safety Division P.O. Box 1504, .78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet . . Owner's Nam,. r .P Nc2 w1/C fl A. P. Number: C `Address: eylj Legal Description: City, ST, Zip: G J 1 K Contractor: Telephone: Address: O`Q C7 2 Project Description: i1r V •t City, ST, Zip: QJ , k4 - Telephone: ( ' a 0 State Lic. # : CityLic. #•: 2-2 L F ` Gid Arch., Engr., Designer. Address: G City, ST, Zip: Telephone: ConsOccupancy: truction T=yPe: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: ,Telephone # of Contact Person:% — f v a Estimated Value of Project. APPLICANT: DO NOT WRITE BELOW THIS LINE #/ Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Itcm Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance. Title 24 Calcs. PIans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correclionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN IiOUSE:- '"' Review, ready for correctionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fccs P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO. LA QUINTA, CALIFORNIA 92253 b BUILDING &SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760) 777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders AppT"ing for Ceh tructwli. Permits L11 PORZAAW NQT1iCE TQ PROPERTX OWNER Dear Property Owner An. application •for :a building permit has been tted in ur nlisting' yourself as•the builder of- the .property improvements specified at s We are providing you with an Owner -Builder Acknowledgment -and Information -Verification Form to make you aware of your responsibilities and possible risk you may incur by >nivingthispermit issued 'in'yovu`name as the Owner -Builder- -We will<aot issut'a btaidsng.pietmit untileyou=have read, iriitiaW your understanding of each`provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute -this notice unless you, the property owner, obtain the prior approval of the permitting authority. U_KN EDG?"M AND -VERIFICATION OF U4FFO 1'fW_N Read and wzitial each statement below 10 signify you iiridersYan or verify this infbimaf o11 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that emoneously.implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those rniuries- I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my. property - 2_ I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility - 3. I understand as an "Owner -Builder' I am the responsible party of.record on the,permit. 'I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her naine_anstead of my own. 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value o my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 46. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee_" I also understand my failure to abide by these laws may subject me to serious financial :;7. I understand under California Contractors' State License Law, an Owner -Builder Nvho builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be helld liable. for any financial or personal. injuries sustained by any subsequent owner(s) that' result from' any latent construction defects in' the wo anship or materials. 9. I understand I may obtain more information regarding my obligations as an "employer" from the Uftrnal revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California. Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CS -LB) at 1- 800-321-CSLB (2752) or www.csib.ca.gov for more information about licensed contractors. t 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially • responsible for proposed construction activity at the following address: 11. I agree that, as the party legally and financially responsible for this proposed construction activity. I will abide by all applicable laws and requirements that govern Owner=Builders as'well at employers. 12. I agree to notify the issuer of this form immediately of any additions; deletions, or changes to any of theinformatiou I ha a provided on this form- Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does. not,have a licetue,. dx Contractors' State License Board smy be unable to k l loss you may sustain as a result of a complaint Your only remedy against unlicensed Contractors may be in civil covet It is also important for you to. understand that if an udlicensod Contractor or employoe of that individual or firm is injured while working on your property; you may be held liable for damages. If you obtain a pemrit..as .Owner -Builder and wish -to -hire Contractors, you will be responsible for. verifying whew or not those Contractors are properly licensed and the status of .dKir workers' . compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issaiteg,tl :gerasit. Note: A copyof tkepropetty owner's driver'slkttse form xata ooty ; or outer verification acceptable to the agency is required to bi pre'sen ed vAen the permit is issued to verify the properly owner's signature. / J Signature of ptnperty o V Ny Date: Note_ The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACTONPROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which i understand. is my personal responsibility, I hereby authorize the followui persons) to act as'my agents) to apply for, sign, and file `the documents necessary to obtain an Owner -Builder Permit for my project Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note. - A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: flDCo %..#IA STANDARD 6' TO 8' CMU SITE WALLS SEE CHART FOR REQUIRED REW AND FOOTING DIMENSIONS. 1701 2'6' 3701 2'-0' DEPTH FOR S' TO WALL AT I FT: SE734CK 2'0' mpf-p I SC*i DEML DAYLIGHT WALL @ 2 Fr. SEMCK O OF CAO S'TODAYLIGHT OPTIONAL FLAT CAP DESIGN CRl7RI4: PER THE 2010 COC 1. ALLOWABLE SOIL HEARING PRESSURE =1500 PSF mrN. FOOTING WALL @ TOP 2. ALLOWABLE LATERAL PASSM PRESSURE = 150 PCF 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCYNG STEEL: GRADE 60. 5.1500 PM MASONRY COMPRESSION S7MWGrH - NO Spa. INSPECTION 6816, 6616, OR 6618 a4U GROUTED ONLY@ VERT NOTM, STEEL 1. CONCRETE BLOCK SHALL CONFORM TO ASTMC90. WEDGELOCK BLOCK SLLIMPOLOCKANDSPLnFACEOLOCKAREACrr-PTABLE 'Y DROP-IN Z COACRETEFOR RIOTING SNAIL LTE I PART CL-NEW702-112 PARTS SAND TO 3-112 PARTS GRAM WTHA MAXIMUM OFI-112 GALLONS OF WATER PER S40C PORTLAND CEMENT'SH4LL CONFORM TOA57MCI50 TYPEITIV Fc=2500PST 06SID JOINT RE[NFORCEMENT @ 24'01c 3 REINFORC7NG STEEL SHALL BE DEFORMED AND CONFORM TO (3 PLACES - 4 PLACES FOR 7' A57?4 A 615 GRADE 60. PROVIDE 48 BAR DZ4MF7FR LAP. & 8' WALLS). USE 05 SM. FOR SLUMP BLOCK 4. R69AR SHALL BE CENTRO IN THE CONCRETE BLOa(CELL, IN mffafrusLOCATED (Ji NOTE.• PROVIDE 04 DOWEL& 04 DROP-IN 84R AT EACH SIDE OF CONTROL "NTS S. CONCRETE BLOCK SHALL BE LA YED INA RUNNING BOND PATTERN WTH VERTICAL COArTINUrrY OF THE CELLS UNO BVD5 OF WALLS AND 0 WALL HEIGHT CHANGES 6 ALL BLOCK CELLS CONTAINING VL7LM4 REBAR SHALL BE SOLID co GROUTED. DOWEL' '72 Z USE TYPES MORTAR PROPOR77ONED USING ASTM C270 PART .,90 C'S, V' Of CEMENT' TO 112 PART LIME TO 4-112 PAR75 DAMP, LOOSE SAND. 8. GROUT FOR CVACQETFBLOCK PER ASTM C 476 TO BE I PART CEMENT TO 3 PARTS SAND (GROUT MY CONTAIN 2 PARTS 318' PE4 GRAVEL rFKE47HERCOND177ONSAREFAVORABLEAND&OCK UNOSMUC7ED CELL sur is suffTaavr TO ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSrTUENTS SET19AM. SEE CHART 9. BLOC)<STEM MAYBE WET-SETI-112-INTO 7HEFOO77NG WHILE THE C0AtRETEJSPLASTlC. atoa(5TEM MAYBEFLACED TO ErTHR EDGE OF THE TRENCH TYPE FW77NG 10. FOOTING musT BE POURED ON OR INTO uNDmnED 2 MAX. NATURAL SOIL OR ON COMPACTED RLL WrTH A MINIMUM COMPACTION OF 90%. 11, FIRST INSPECTION TO BEAFTER F0077NG TRENCHES ARE ce READY FOR CONCRETEAND ALL REQUIREDSTEEL IS TOLDINPLACE. SEWND INSPECUON TO BE WHEN THE REQUIRED VERTICAL IS IN PLACEAND THE BLOCK WALL JSREADY TOGRavr. 04 HORZ. CONT. IZ MAjamum CONTROL JOINT SPACING, 40'01C- 20'01C FOR WALLS TO BE MORTAR WASHED OR STUCCO COATED. SEE CHART FOR REQUIRED REW AND FOOTING DIMENSIONS. 1701 2'6' 3701 2'-0' DEPTH FOR S' TO WALL AT I FT: SE734CK 2'0' mpf-p I SC*i DEML DAYLIGHT WALL @ 2 Fr. SEMCK O OF CAO S'TODAYLIGHT 8p I -CONT, 1 mrN. FOOTING WALL @ TOP SEE CHART FOR REQUIRED REW AND FOOTING DIMENSIONS. 1701 2'6' 3701 2'-0' DEPTH FOR S' TO WALL AT I FT: SE734CK 2'0' mpf-p I SC*i DEML DAYLIGHT WALL @ 2 Fr. SEMCK O OF CAO CHART FOR 6' TO 8' SITE WALL W1 TRENCH FOOTING WIND MAX. DESIGN WALL TRENCH FOOTING 'X' DOWEL Y BAR SPEED HEIGHT DEPTH 6{ -OP 2' -Op #4@ 48" O/C ID+2'-0" #4 @ 48' O/C U u 48'0/( 48" O/C FOR 6' WSLUMP BLOCK SLUMP BLOCK x#4@ 48" 0/C ID+2'-0" Q 40' 0/( 40* O/C FOR 6" wSLUMP BLOCK SLUMP BLOCK LLJ CL (n 71,L. -ii #4@ 40" O/C ID+2'-0" 0- U) 32' O/C FOR 6* SLUMP BLOCK 32' O/C FOR 6" SLUMP BLOCK Lo 0D #4@ 32" O/C D+2'-0" #4 @ 32" O/C 24' O/C FOR 6" 24' O/C FOR 6' SLUMP BLOCK SLUMP BLOCK NUlt: tVK 26" LUNCY HL(xx USE y"INCREMENT REBAR SPACING THAT IS aosER TOGETHER THAN THE 16" LONG &OCKSFACING. FOR IYAMPLE.• 46"01C SPACING FOR 16" LONG BLOCK REVERTS TO 45- 01C FOR 18" LONG BLOCK 40" FOR 16"BLOCK GOES TO 36- 01C FOR IS- BLOCK - ETC. jFOR SWEYAW RMIAN WALLS bMSM DRAbNAWSW4LEOMhRf5,AJ12BWCK AAYLiFrOYr@SW4lEGR4D,c.PR0W0f 04 DOWa AND #4 DROP-IN RM ON EAai SW OF THE ja AMD WN -AS cjqswE& Ff DROP -DV m RIOTING CITY OF. LA QUINTA mn"saam cwftm FOOTING STEP DETAIL CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND MAX.. D DESIGN WALL TRENCH FOOTING X' DOWEL Y BAR SPEED HEIGHT DEPTH 2 -0" #4@ 48" 0/C ID+2'-O" #4 @ 48" 0/C U U 48' 0/C FOR 6' 48'.0/C FOR 6' w SLUMP BLOCK SLUMP BLOCK (L X 2'-2" #4@ 48" O/C D+2'-0" 40- 0/C FOR 6' 40' 0/C FOR 6' Z W SLUMP BLOCK SLUMP BLOCK W _ 0#4@ T-4" 2'-4" 40" O/C ID+2'-O" #4 @ 40" 0/C NSLUMP 32' O/C FOR 6' BLOCK 32' 0/C FOR 6' SLUMP BLOCK L!7 :D 00 U #4@ 32" O/C I D+2'-0" #4 @ 32" O/C 24" 0/C FOR 6' 24' 0/C FOR 6' SLUMP BLOCK SLUMP BLOCK IVUIt: rtm 21f- LUN& HLEXX USE 9•• INCPEMENTREBAR SPACING THAT IS CYOSER TOGmm THAN THE 16" LONG BLOCKSPACING. FOR EXAMPLE.' 48" 0/C SPACING FOR 16" LONG BLOCKREVER75 TO 45" 0/C FOR 18" LONG BLOCK 40" FOR 16" BLOCK GOES TO 36". 0/C FOR 18" BLOCK - ETC ISDom vE`40SW' EOF .. BLDq'mmW/ st vROP-m can v '.o e'. • 0.0 • O, •rte i AU NMRZ WYf.I m'+AfRLpm!®• ' asw/110'/3GIG. comr. mOnNG S' N/G i aarr. llOfiLri•I1IOY1GCJ1• RV S70EYARD RETM WALLS *NEW mx wmvm naararw"m" DRAINAGE SWALE OCMRE5; A lj2 BLOO[ NATUM=a 144YIffTOUT V SWALE GRADE PROVIDE oa• wn®cmc i -0' H DOWEL AND A4 DROP-IN BAR ON E40Y SIDE OF THEW BLDLXDR41N-AS . sNownr FOOTING STEP DETAIL CITY OF M QUINTA In -Iq a ~ 01925; 'A ORCO STANDARD 6' TO 8' CMU SITE WALLS -. OP77ONAL FLAT GIP SEE CHART 9. BLOCKSIFMMAYBE WET-SET1-1/1'INTiOTHE F007INGWHILE DESIGN CRITERIA: PER THE 2010 CBC THE CONLRETEI5PLA571C BLOCK5TEM MAYBE PLACED TO 1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF — 3. GROUTS7RENGTH = 2000 PSI @ 18 DAYS 10. FOOTING MUST BEPOURED ON OR INTO UNDISTURBED 4. REINFORCNGS7EEL : GRADE 60. -III-2 NATURAL SOIL OR DN COMPACTED FILL WITHA MINIMUM 5. 1500 PSI hASONRYCOMPRESSION STRENGTH - NO SPC. i I 1-1 1 1 INSPECTION 6826, 6616, OR 6618 CMU j GROUTED ONLY @ VERT NOTES: STEEL 1. CIONCRETEmocKsuALL CONFORM TOASTH C.90 WEDGELOCK BLOLX SLUMP SLOCKAND SPLITFACEBLOCK ARE ACCiPTABLE 'Y' DROP-IN BAR 2 CONCRETE FOR F007TAG SHALL BE 1 PARTCEMENT TO 2-1/2 PARTS SAND TO 3-W PARTS GRAVEL WITHA MAXIMUM OF 1-k2 CALTONS OF WATER PER SACTL PORTLAND CEMENT SffALL O XW ORM TO ASTM C 1507YPE77/V. k = 2500 PSI #'6 STD JOINT REINFORC EME-Nr @ 24"01c 3. REINFORCING STEEL &mu BE DammED AND CONFORM TO - (3 PLACES - 4 PLACES FOR 7' A57MA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. USE 05 STD. SLUMPWALLS). FORSLUMP FBLOCK 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT JS LOCA TED. NOTE PROLIDEC4 & I`4 LHPOP-IN LIAR ATEADY EACH S CONCRETE BLOCKSHALL. BE LA YED INA RUNNING BOND SIDE OFCONMOLJ0147S, PATTERNWITHPER TIClILCOh7NUITYOFTHE CELLS UNO. ENDS OF WALLS AND @ WALL H67GHT CHANGES MIN. F0077NG DEPTH FOR S' TO DAYLIGHT 6. ALL BLOCK MIS COH?AIAONG VERTICAL REBAR SHALL BE SOLID GROUTED, WALL 0 WALL 0 WALL @ I 7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART 90, DOWFI'@ CENTER OF CEMENT TO 1/2 PART LIME TO+W PARTS DAMP, LOOSE SAND. :04U. 8. GROUT FOR C9NCRETEBLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAYCONTAW 2 PARTS 3/8" PEA GRAVEL IFWEATHERCONDITIOALSAREFAVORABLEANDBLOCK ' UNOBSTRUCTED CELL SIZE IS SUfFTaENT TO ALLOW GOOD GROUT ROW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT PLOW WI7HOUT SEGREGATION OF THE CONSrTUEN73. ' SEE CHART 9. BLOCKSIFMMAYBE WET-SET1-1/1'INTiOTHE F007INGWHILE THE CONLRETEI5PLA571C BLOCK5TEM MAYBE PLACED TO EITHER EDGE OF THE TRENCH TYPE FW77NG. — 10. FOOTING MUST BEPOURED ON OR INTO UNDISTURBED -III-2 NATURAL SOIL OR DN COMPACTED FILL WITHA MINIMUM i I 1-1 1 1 1 MAX. COWACTZONOF90%. j 11, FIRST INSPELTION TO BEAFTER FOOTING TRENCHES ARE READY FOR CONORETFAND ALL REQUIRED STEEL IS TIED IN PLACE SECOND INSP£CP_ON TO BE KWN77YE REQUIRED VER71CAL IS IN PLACEAND THEBCOOCWALL IS READY TO GROUT. 1y 04 HORZ. CONT. 12. MAXIMUM CONTROLMINTSPACING.• 40'0 /C 20'01C FOR WALLS TO BE MORTAR w-,gfm OR snA OO CtOAZED. S' TO DAYLIGHT MIN. F0077NG DEPTH FOR S' TO DAYLIGHT WALL 0 WALL 0 WALL @ I TOP 1 FT SEMOIC 2FT SETWac SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. CITY OF LA QUINTA BUILDING & SAFETY DEPT. ArmPFIOVED FOR CONSTRUCTION DATE - BY '' 1TD1 2W 2'0' 3TO1 2'0' ? +g" MLtiL.CLEsIR lFll OMvalulgw 66l65LIIMPL 0!tU. O ORL17 WIDEC ELL SLUMP w m C3192¢ k _ X0, 11-31-2014 qj .0 I V L;_QF CAL%Foa GENERAL SPECIFICATIONS EXISTING RESIDENCE UNDERGROUND SERVICE ALERT If any ERRORS, DISCREPANCIES or OMISSIONS appear APN.:773-092-013 T)TC, in the drawings, specifications or other contract Z ------ ------ ------ ------ ------ PROPOSED 5- HIGH Block Wall [6-6" L.] GARDEN WALL [By Separate Permit & Complying with Crly Standards] rM fill VN "4 0 %Z Existing 0 ZZ Retaining wall to remain C 0 ru ca v" PN ffi CL LU 2 [E] RESIDENCE 201-111 121-011 W TO REMAIN 7!1 AveMda Marrinez THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE, THEYARE OWNED BY SANTIAGO LOPEZ-OCAMPO, THEYARE FOR THED(CLUSIVE USE OF THE OWNER N07ED AT THE D(CLUSIVESIIE INDICATED IN THE DRAWING(S) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDEN17AL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WTTHOUTTHE WRITTEN CONSENT OF SANTIAGO LOPEZ-OCAMPO. THIS DRAWING _ EPRESENTS A PRELIMINARY DESIGN UN77L SUCH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL, SANTIAGOLOPE7,0CAMPO SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAMNGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS, EXISTING RESIDENCE APN.:773-092-014 Now — — - ff- JM %P#- %FVaJF-&F U r7lt-7rl DIULA VVU11 10 -1 -U L'j GARDEN WALL [By Separate Permit & Complying with City Standards] See Detail 4&5 Page I Site Plan Scale 118" = I -O" VICINITY MAP jj NOT TO SCALE GENERAL SYMBOLS --------- WALL SECTION 191-011 IL Know what% below. 811 Call 811 before you dig. TWO WORKING DAYS BEFORE YOU DIG i documents, the GENERAL CONTRACTOR shall notify 501 the designer in writing of such error or omission. In the 16' 2' 6" 12' event that the GENERAL CONTRACTOR fails to give such notice before construction and/or fabrication of the work, THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, discrepances or omissions and the cost of rectifying the same. W- AMIM COWMCMR &4W VW TW " SM AW VERWYAU GENERAL NOTES T.O.P. EMTTNG CONOWW T.O.PL. TOP OF PLATE 1 . ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH TOP OF CONCRETE T.O.W. & D. EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL CL. CENTERLINE ACCORDANCE NTH THE ADOPTED CODES AND ORDINANCES OF THE SITE PLAN NOTES JURISDICTION IN WHICH IT IS BEING CONSTRUCTED. LEGAL DESCRIPTION: 774 - 092 - 029 2. ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN - SUBDIVISION NAME: CONSTRUCTED UNDER THE LATEST EDITION OF THE UNIFORM BUILDING APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. QUINTA Unit 20 CODE AS ADOPTED BY THE LOCAL GOVERNING AGENCY. LANDSCAPED AREAS INDICATED SHALL BE PROVIDED W/ FULL COVERAGE TRACT NUMBER: 3. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY FROM AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW DEVICE. RECORDED LOT SIZE IS 0.22 THE BUILDING (1 % MIN.) TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR THOMAS BROS. 4. THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK. 15C An L PAGE: 879 GRID: F2 HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM mo < CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE ACCUMULATION OF WASTE MATERIALS OR RUBBISH 1CAUSED BY THE WORK. OR DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD ANY 9 DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN THE OWNERICONTRACTOR ASSUME NO UTILITY TRENCHES PARALLEL TO A FOOTING ANDCDEEPER THAN 18" CONSENT FROM THE DESIGNER, SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A BUILDING FOOTING . M ALL RESPONSIBILITY FOR SUCH DEVIATION. 5. THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF SHOP 0- UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE COMPACTED WITHIN A 4'-0" DPA\AnNGS OF ALL MANUFACTURED ITEMS ( Le. CABINETS, DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB. TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE Z ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF PROPOSED, ARE SHOWN ON THIS SITE PLAN. 0 SUBMITTED ITEMS SO WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. Z - THE DEVELOPERICONTRACTOR/OWNER IS RESPONSIBLE FOR THE P= X co VERIFICATION OF EXISTING CURB (OR EDGE OF STREET PAVING IF NO 57< 6. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY CURB EXIST), LOCATION FROM THE PROPERTY LINE(S) WITH THE PUBLIC LU ALLEVIATES THE CONTRACTOR's RESPONSIBILITY IN REGARDS TO CODE WORKS DEPARTMENT. COMPLIANCE, SAFETY OR THOROUGHNESS. 7. ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS DEPARTMENT OF BUILDING PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE ANDSj/A_%FETY PREPARATION AND SHALL REPORT MY NON -CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. THIS PROJECT SHALL COMPLY WITH: 2013 CALIFORNIA BUILDING CODE 8. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND 2013 CALIFORNIA RESIDENT14L CODE THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND 2013 CALIFORNIA MECHANICAL CODE ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT 2013 CALIFORNIA PLUMBING CODE OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE 2013 CALIFORNIA ELECTRICAL CODE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. 2013 CALIFORNIA ENERGY CODE I 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 9. ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR CONSTRUCTION HOURS CONFORMITY WITH T14ESE PLANS. 10. VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CATV OCTOBER 1 - APRIL 30 MAYI - SEPTEMBER30 SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. Monday -Friday 7:00arn-5:30prn Monday -Friday 6:00arn-7:00prn 11. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL Saturday 8:00arn-5:00prn Saturday 8:00arn-5:00prn Sunday NOT ALLOWED Sunday NOT ALLOWED RELATED CONDUITS, PULL BOXES AND RISERS. Govern. Code Holidays Govern. Code Holidays 12. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL NOT ALLOWED NOT ALLOWED EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 811) PRIOR TO TRENCHING, GRADING, BLOCK WALLS, TRASH ENCLOSURES, TEMPORARY POWER POLES, POOLS, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES DIGGING SPAS REQUIRE SEPARATE PERMITS. FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. C14 M 13. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET. 51 14. ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFIML PRIOR TO INSTALLATION OF THE ITEM. -9 CL :2 15. THE DEVELOPER IF CONTRACTOR / OWNER IS RESPONSIBLE FOR THE cl VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET C5 PAVING IF NO CURBS EXIST) FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. 16. LIST OF SPECIAL INSPECTION ITEMS IF REQUIRED: C a SOILS COMPACTION PRIOR FOUNDATION INSPECTION 0 # EXPANSIONIEPDXYANCHORS INSTALLATION 0 M -P STRUCTURAL MASONRY Z ------ ------ ------ ------ ------ PROPOSED 5- HIGH Block Wall [6-6" L.] GARDEN WALL [By Separate Permit & Complying with Crly Standards] rM fill VN "4 0 %Z Existing 0 ZZ Retaining wall to remain C 0 ru ca v" PN ffi CL LU 2 [E] RESIDENCE 201-111 121-011 W TO REMAIN 7!1 AveMda Marrinez THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE, THEYARE OWNED BY SANTIAGO LOPEZ-OCAMPO, THEYARE FOR THED(CLUSIVE USE OF THE OWNER N07ED AT THE D(CLUSIVESIIE INDICATED IN THE DRAWING(S) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDEN17AL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WTTHOUTTHE WRITTEN CONSENT OF SANTIAGO LOPEZ-OCAMPO. THIS DRAWING _ EPRESENTS A PRELIMINARY DESIGN UN77L SUCH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL, SANTIAGOLOPE7,0CAMPO SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAMNGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS, EXISTING RESIDENCE APN.:773-092-014 Now — — - ff- JM %P#- %FVaJF-&F U r7lt-7rl DIULA VVU11 10 -1 -U L'j GARDEN WALL [By Separate Permit & Complying with City Standards] See Detail 4&5 Page I Site Plan Scale 118" = I -O" VICINITY MAP jj NOT TO SCALE GENERAL SYMBOLS --------- WALL SECTION 191-011 le 'IF ELEVATION HEIGHT T.O.P. TOP OF PARAPET T.O.PL. TOP OF PLATE T.O.C. TOP OF CONCRETE T.O.W. & D. TOP OF WINDOWS & DOORS CL. CENTERLINE vl OCCUPANCY: R3 TYPE OF CONSTRUCTION: V -B Non -Rated SPRINKLERS REQUIRED: NO PROPERTY CHARACTERISTICS. - LOT AREA: FT. LIVING AREA: GARAGE AREA: LANDSCAPE AREA: 9,583.2 Sq.Ft. 1,208.0 Sq.Ft. 560.0 Sq.Ft. 7,815.2 Sq.Ft. PROPOSED 5' HIGH Block Wall [22'-4" L.] GARDEN WALL [By Separate Permit & Complying with CAly Standards] ftft z'* LU ca 0 C13 LL *BUILDING DEPT. SUBMITAL* S 'A N T I A G 0 DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santlago1opezocampoCa)yahoo.corn sonflagolopezocampo@gmall.com REVISIONS: PLAN PREPARED SLO March 06,2014 A V; L 0 PROJECT DATA PROPOSED FOUR BEDROOM HOUSE FOR: OWNER: Mr. & Mrs. Ray Vasquez __j __j < 53280 AVENIDA MARTINEZ La QuInta, CA 92253 PROJECT ADDRESS: 53280 AVENIDA MARTINEZ La Quinta, CA 92253 LEGAL DESCRIPTION: 774 - 092 - 029 RECORDED BOOKIPAGE: MB 19/38 SUBDIVISION NAME: SANTA CARME LITA VALE LA Z QUINTA Unit 20 LOT(PARCEL: LOT 24, BLOCK: NOT AVAILABLE TRACT NUMBER: NOT AVAILABLE LOT SIZE: RECORDED LOT SIZE IS 0.22 _V ACRES THOMAS BROS. MAPS PAGE/GRID: PAGE: 879 GRID: F2 TOWNSHIP/RANGE: T6SR6E SEC 12 OCCUPANCY: R3 TYPE OF CONSTRUCTION: V -B Non -Rated SPRINKLERS REQUIRED: NO PROPERTY CHARACTERISTICS. - LOT AREA: FT. LIVING AREA: GARAGE AREA: LANDSCAPE AREA: 9,583.2 Sq.Ft. 1,208.0 Sq.Ft. 560.0 Sq.Ft. 7,815.2 Sq.Ft. PROPOSED 5' HIGH Block Wall [22'-4" L.] GARDEN WALL [By Separate Permit & Complying with CAly Standards] ftft z'* LU ca 0 C13 LL *BUILDING DEPT. SUBMITAL* S 'A N T I A G 0 DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santlago1opezocampoCa)yahoo.corn sonflagolopezocampo@gmall.com REVISIONS: PLAN PREPARED SLO March 06,2014 A V; L 0 LL __j __j < 10 N N co U-) 0 0, Z LU < C) CIO LU (n 9 N 0 r", Site Plan -1 dim FILE: 2ol 4 P / 53280 DRAWN: S,L.O. DATE: 03/24/14 SCALE: AS NOTED S H E E T. 9%dk %W C4 ldftlm OF 10. V7 LO 03/24/14 z z LL 0 N m 0 O' CL Lu7 ORCO STANDARD 6' TO S' CMU SITE WALLS D OPTIONAL FLAT CAP DESIGN CRTIERIA: PER THE 2010 CSC I. ALLOWABLE SOIL BEARING PRESSURE=1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF 3. GROUT STRENGTH =1000 PSI @ 28 DAYS. 4. REINFORCING STEEL : GRADE 60. 5. 1500 PSI M 50NRYCOMRRESSION STRENGTH - NO SPCL INSPECTION 6616, 6616, OR 6618 CMU GROUTED ONLY @ VERT NOTES STEEL 1. CONCRETE BLOCCSHALL CONFORM TO ASTM C 90, WEDGE7_OCK BLOC7K, SLUMP BLOCK AND SPLIIFACEBLOCCAREACGEPTABLE Y' DROP-IN &4R Z CONCRETE FOR FOOTING SHALL BEI PART CEMENT TO 2-112 PARTS SAND 70 3-112 PARTS GRAVEL W17HA MAXIMUM OF 1-112 GALLONS OF W47ER PER SACC PORTLAND CEMENT SHALL CONFORM 70 ASTM C 150 TYPEII/V. FC = 2500 PSI #6 STD JOINT RERFMCEMENT @ 24"01C 3. RL3NFORCTNGSTEEL SHALL BEDEFOHRMED AND CONFORM TD (3 PLACE'S - 4 PLACES FOR 7 AS7MA 615GRADE 60. PROVIDE 48 BAR DIAMETER LAP. & 8' WALLS). USE #5 ST U. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN FOR SLUMP BLOCK WHIG IT IS LOCATED NO7F PROVIDE#4 DOWEL & 04 DROP-IN BAR AT EAC2L 5. CONCRETE BLOCKSHALL BE LAVED IN A RUNNING BOND SIDE OfCUMOLJOM3, PATTERN WMVERTICAL CONUNU17YOFTHE CELLS UNO. ENDS OF WALLSAND 0 WALL HEIGHT CHANGES 6. ALL BLOCCCELIS CONTAINING VERTICAL RE34R SHALL BE SOLID 7-7 GROUTED. Z USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART 7P DOWEL @ CENTER OF CEMENT TO V2 PART LIMETO 4-1/2 PARTSDAMP, LOOSESAND. CMU. S. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BEI PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318" PLA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCX UNOBSTRUCTED CELL ME TO ALLOW GOOD GROUT FLOW). WATER SHALL BEADOED TO PRODUCE GOOD GROUT FLOW W77 HOUT SEGREGATION OF THE CONSrTUENTS. Sk7BA SEE CHART 9. BLOCK STEM MAYBEWET-SET S-112"INT10 THEF007MWHILE THE CONCRETE 15PLASTIC BLOCK STEM MAY BE PLACED TO ETMER EDGE OF THE TRENCH TYPE F0077N& -III- 10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED L2 NATURAL SOIL OR ON COMPACTED FILL WTTHA MINIMUM I I I -I 1 t 1 MAX COMPACTION OF 90%. 11, FIRST INSPECTION TIO BE AFTER F0077NG 7RENC70ESARE READ YFOR CONCRETE AND ALL REQUIRED STEEL LS 77ED IN PLACE SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL rSIN PLA CEAND THE BLOCK WALL IS READY TO GROUT. #4 HORZ CONT, 12. MAXIMUM CONTROL J0 NTSPAC7NG.'40'O1C 20' 0/CFOR al Q WALLS TO BE MORTAR WASHED OR STUCCO COATED, 5`T0 DAYLIGHT MIN, FOOTING DEPTH FOR Y TO DAYLIGHT 8" SLOPE WALL Lm WALL • WALL O CO TOP 1 FT. SE734CK 2 FT. S 71LACK 2 TO I 7-6" 2'0" SEE CHART FOR REQUIRED REBAR 3 rO1 2'-0" AND FOOTING DIMENSIONS. o r o^a< ryOFLAQUINTA .DING .& S O DA°°1' FETY DT. "" EP 3R CONSTRUCTION p c m a ~ C31925 * EXP. 12-31-2014 s qT C) V R `P F Ofi CAL1F0 CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND MAX. D STANDARD 6`- TO 8' CMU SITE WALLS SW&OCK-O F DESIGN WALL TRENCH 'X' DOWEL 'Y' BAR SPEED HEIGHT FOOTING a v v a v DEPTH N v . #4@ 48" 0/C #4 @ 48" 0/C b ' -O„ 2`- " ID+2'-O" 48' OIC FOR 6- V rasPECTION m 48' OIC FOR b" 48" 0/C FOR 6" w 1' 8 SLUMP BLOCK SLUMP BLOCK Ln Irl CONT. roonxG • ' I ►' w2^2„ MRSZDIEYARDRETURN WAUSW IME #4@ 48" 0/C #4 @ 48" O/C NMORZ a7Wr.Od1L%CMI-PRONAElY' .mrzu.,xv,•w,n,a2•auarsav DWMGESWALEOLXURSOT( AW&O BLOCk SLUMP BLOCCAND SPIITFACEBLOCCAREACCEPTABLE. ID+2'-O" 40' OIC FOR 6' Q Q MAYLSPT OUT 0 S'WALEGRADE. PROVIDE 40" OIC FOR b" 40" OIC FOR 6" Z LLI Q SLUMP BLOCK SLUMP BLOCK w 5f°I"L`L #4 @ 4.0" O/C 2#4@ STEP DETAIL #6 SOD JOINT REINFORCEMENT @ 24'01C 3. REINFORCLYG STEEL SHALL BE DEFORMED AND CONFORM 40" 0/C #4 @ 40"0/C C- 7,-4„ 2,-4.. ID+2'-O" 32" 0!C FOR b" 32" OIC FOR 6" F SLUMP BLOCK SLUMP BLOCK V WHICi1ITIS LOCATED. W 00 0, 5. CONCRETEBLOC'l511AL.L BELAYED INA RUN TRIG BOND NOTE: PROVIDE #4 DOWEL & PATTERN WITH VERTICAL AL Ca INUITY OF THE CELLS UNO. #4 DROP-IN LIAR AT EACH SIDE OFCYJNTROL JOINTS Z #4 @ 32"O/C - 33" #4 @ 32" 0/C 6. ALL BLOCK CELLS CONTAINING VERTICAL RR SHALL BE SOLID ENDS OF WALLS AND0WALL EM Q 2'-4" #4@ 32" 0/C D+2'-0" #4 @ 32" 0/C CO 2'1-6"24' I SLUMP BLOCK. 7. USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART O/C FOR 6" 24" OIC FOR 6' CEMENT TO 112 PART LIME TO 4.112 PARTSDAMP, LOOSES4ND. `I SLUMP BLOCK SLUMP BLOCK NOTE: FOR 18" LONG BLOCK USE 9" INCREMENT REBAR SPACING THAT IS CLOSER TOGETHER THAN THE 16" LONG BLOCKSPAG7NG. FOR E(AMPLE: 46"01C SPACING FOR I6" LONG BLOCK REVERTS TO 45" O/CFOR 18" LONG BLOCK 40" FOR 16" BLOCK GOES TD 36" 0/C FOR 18" BLOCK - ETC. I .-Gwi7mxw - I 10 E9Qi SIDE OF OT W1$4 DROP -DV 84R eu Iwu xv/Rmrma eae AM MtIM COWL.0muavm- arwsaa ML .. I .W. STANDARD 6`- TO 8' CMU SITE WALLS SW&OCK-O F DESIGN WALL v .v v pv .v. - v v z v, •v „ 4 'Y' BAR SPEED HEIGHT 1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF a v v a v WIDTH N v . #4 @ 48" 0/C 33" 4. RETNFORCINGSTEEL : GRADE 60. •vv ,v0• v0 I 48' OIC FOR 6- w rasPECTION m SLUMP BLOCK. $„ - $„ - SLUMP BLOCK. v 1' 8 O• •v O p v , Irl CONT. roonxG • ' I w MRSZDIEYARDRETURN WAUSW IME 1.CONCRETEBLOCCSHALL CONFORM TOASM C90 WEDGELOCC S' NMORZ a7Wr.Od1L%CMI-PRONAElY' .mrzu.,xv,•w,n,a2•auarsav DWMGESWALEOLXURSOT( AW&O BLOCk SLUMP BLOCCAND SPIITFACEBLOCCAREACCEPTABLE. " 40' OIC FOR 6' so¢ MAYLSPT OUT 0 S'WALEGRADE. PROVIDE ate® PO' SLUMP BLOCK. 04 DOWEL AND 04 DROP-IN 54R ON E4af Q SMEOFTHE IJ2 XDaDRAIN -AS a 5f°I"L`L #4 @ 4.0" O/C FOOTING STEP DETAIL CITY OF LA QUINTA 'W' CONT. FOOTING SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. 2 5,18" MIN. CLEAR CIU OPEN REQUIRED TO LEE 6615 SLUMPED CMU, 0 ORCO WIDE CELL SLUMP . ssroff Q W m m a C31925 * EXP. 12-31-2014 s 4 I V lP OF CA%-,F0 . r d IGH pORCO ' ;6'► ' ' /"1i>STER r, FDR 85 MPH EXPOSURE C W/ND NOTES' DESIGN CRITERIA: PER THE 2010 LSC 1. CONCRETE BLOCK SHALL CONFORM TOASTM C 90. OROO 5TD, * ALLOWABLE SOIL BEARING PRESSURE =1500 PSF PRECISION SPLIT FAC$ SLUMPED, OR WEDGELOCK BLOCK MAY BE Z ALLOWABLE LA IBM PASSIVE PRESSURE =150 PCF USED 3. %,ROUT STRENGTH L ., GR PSI 028 DAYS,2. CMUZETE FOR FOOTINGSiHALL BE 1 PART CEMENT TO 2-112 4. REINFORCING STEEL., OEL : GRADE 6L PARTS SAND TO 3-112 PARTS GRAVEL WITHA MAXIMUM OF 1-112 5. SEISMIC -7096 LNVESEC: ACCT=LERA770N. 6.1500 PSI MASONRYCOMPRESSION STRENGTH. GALLONS OF WATER PER 54M PORTLAND C'E'MENT SHALL CONFORM TO AS7MC15V TYPE V, FIC = 2500 PS7 3. REINFORCING STEEL SHALL LTE DEFORMED AND CONFORM TO ASTTNA 615 GRADE 60, PROVIDE 48 BAR Db4ME7ER LAP. OPTIONAL CAP a- 4.R6%RSHALL BEQFnFREDINTHE CONCRETE BLOCK CELL IN WHIC H IT IS LOCA7ED. S. CONCRETE BLOCKSHAU BELAYED INA RUNNING BOND 16876 0 16616 PILASTER PATTERN WITH VER77CALCON77NUIfYOFTHE CEi LINO. CMU - 30LID GROUTED. 5 ALL BLOCCCELL CONTAINING VERTICAL RES4R SHALL BE -5011D SEE DIA AM BELOW GROUTED. (2} 4 VER DROP -HN BARS 7. USE ORP TYPES MORTAR PROPOR770NED USINGASTM C270. 1 PARTCEMENT TO 112 PART LIME TO +112 PARTS DAMP, LOOSE SAND. ? 8. GROUTFOR CONCRETFBLOGKPERA57M C476 TO BEI PART Q C NBVT T03 PARTS SAND (GROUT MAYCOMTAIN 2 PARTS 318" P64 G94WM I' NLOBSTRUCTED CELL WEATHER VOEW ISS FFIC7ENT 710ALIW GOOD GROUT pp FLOW). WATER SHALL BEADDED TO PRODUCEGOOD GROUT FLOW I WITHOUT SEGREGA770N OF THE CONSHUENTS, CID A 8LOCKS7FM MAY8EWET•SET 1-112"INTO THE F0077NG WHILE THE COI OL"TFISPLASTIC BLOCK STEM MAIYBEPLACED TO EITHER EDGE OF 7HE TRMO1 TYPEFOOT7NG, 3-1/2" CLR, 10. FOOTING MUST BEPWPX--D ON OR INTO1 UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITTHA MINIMUM COMPACTION OF 90%. 11. FIRSTINSPECTIONTOBEAMER F0077MGTRENCHES' ARE READY FOR CONCRETEAND ALL REQUIRED STEEL IS TOED IN PLACE SECOND INSPEC770N 717 BE WHEN THE REQY/IRED VERTICAL IS IN (2) ,F4 DO CIS W/ 24- M! PLACE AND THE BLOCK WALL IS'READY TOGROU) EXTENSION INTO CMU. I 12, PROVIDE APANSION/LONMOL JOINT ON EACH SIDE OF J PILASTER WHEREINTER5'EC71NG BLOCK WALLS OCCUR. EQUAL EQUAL 16816 PILASTER 2 CMU - SOLID GROUTED R of O • (2) f4 VER 17CAL - AS SHOWN FOOTING WIDTH 'W 14 HORZ 'W` 6" LONG O 12" O/C EACH WAY CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE gy CHART FOR 61 TO 8' SITE WALL W/ SPREAD FOOTING WIND ORCO .W. STANDARD 6`- TO 8' CMU SITE WALLS 2'-0" DESIGN WALL OPTIONAL FLATCAP DESIGN CRi7ERI A: PER THE 2010 CBC' D 'Y' BAR SPEED HEIGHT 1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF WIDTH N 3. GROUT STRENGTH = 2000 PSI O 28 DAYS. #4 @ 48" 0/C 33" 4. RETNFORCINGSTEEL : GRADE 60. Cr) t LO N 5. 1500 PSI MA•SONRYCOMPRESSIONS7RENG7 H - NO SPC:. 48' OIC FOR 6- w rasPECTION m SLUMP BLOCK. $„ - $„ - SLUMP BLOCK. Q 6816, 6616, OR 6618 CMU -+■- GROUTED ONLY (P VERT NOTES: STEEL w 1.CONCRETEBLOCCSHALL CONFORM TOASM C90 WEDGELOCC #4 @ 48" 0/C © 7-7 BLOCk SLUMP BLOCCAND SPIITFACEBLOCCAREACCEPTABLE. 40' 0/C FOR 6' 40' OIC FOR 6' Q Z w Y DROP-IN BAR 2 GONLRE7EFOR F007ING SHALL BE 1 PART CEMENT T7O2-112 SLUMP BLOCK. 1011 O„ - 101. - SLUMP BLOCK. PARTS SAND TO 3-112 PAR79 GRAVEL WI7HA MAXIMUM OF 1-112 Q GALLONS OF WATER PER SACC PORTLAND CEMENT SH4U CONFORM a TO ASTM C 150 nPFJVV: FC = 2500 PSI #4 @ 4.0" O/C a- # - T -4" #6 SOD JOINT REINFORCEMENT @ 24'01C 3. REINFORCLYG STEEL SHALL BE DEFORMED AND CONFORM Z 32' OIC FOR 6' TO (3 PLACES - 4 PLACES FOR 7 A57MA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP SLUMP BLOCK.10„ 10„ -- 'St3P BLOCK. & 8' WALLS). USE #5 STD. FOR SLUMP BLOCK 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN V WHICi1ITIS LOCATED. W 00 0, 5. CONCRETEBLOC'l511AL.L BELAYED INA RUN TRIG BOND NOTE: PROVIDE #4 DOWEL & PATTERN WITH VERTICAL AL Ca INUITY OF THE CELLS UNO. #4 DROP-IN LIAR AT EACH SIDE OFCYJNTROL JOINTS Z #4 @ 32"O/C - 33" #4 @ 32" 0/C 6. ALL BLOCK CELLS CONTAINING VERTICAL RR SHALL BE SOLID ENDS OF WALLS AND0WALL EM Q 2'-4" GROUTED HEIGHT CH4NGES 24' OIC FOR 6' CO SLUMP BLOCK. IZ" -- 12" SLUMP BLOCK. 7. USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART CEMENT TO 112 PART LIME TO 4.112 PARTSDAMP, LOOSES4ND. `I 8. GROUT FOR CONCRE7EBLOCK PER ASTM C475 TO BE 1 PART CEMENT TO 3 PAR75 SAND (GIROUT MAYCtONTAIN 2 PARTS 3/8" 7-7 1' DOWEL@ CENTER OF PEAGRAV7=L IF WEA THERCONDITIONSARE FAVORABLEAND BLOCK CMU. UNOELSTRUCTED CELL SIZE IS SUFFICIENT 70 ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW h?THOUT5EGREGA7ION OF THE CONSITUENTS, EQL/AL EQUAL 9.BL.00KS7EMMAYBE WEFSETI-112"INTO7HEF00TING WHILE LEVEL GRADE BOTH SIDS THECONCRE7EISPLASTIC.BLOCKSTEMMAYBEPLACEDT7 d EITHER EDGE OF THE TRENCH TYPE FW77NG 10. F0077NG MUSTBE POURED ON OR INTO UNDISTURBED -_ - NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM COMPACT70NOF 90%. #4 HORZCONT, 11. FIRSTINSPECTION 70BEAFTER FOOTING 7RENCHESARE READY FOR CONCRETE AND ALL REQUIRF_I) =L IS 77ED IN PLACE. SECOND IMSPEC7ION TO BE WHEN 7HEREQUIRED VE R77CAL ISIN PLACEAND 7HEBLOCTK WALL IS READY70 GROUT. 12. MAOCTMUMCONTROL JOINT SPACING: 40'O1C w O/CFOR WALLS TO BEMORTAR WASHED OR STUCCO COAT M 'W' CONT. FOOTING SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. 2 5,18" MIN. CLEAR CIU OPEN REQUIRED TO LEE 6615 SLUMPED CMU, 0 ORCO WIDE CELL SLUMP . ssroff Q W m m a C31925 * EXP. 12-31-2014 s 4 I V lP OF CA%-,F0 . r d IGH pORCO ' ;6'► ' ' /"1i>STER r, FDR 85 MPH EXPOSURE C W/ND NOTES' DESIGN CRITERIA: PER THE 2010 LSC 1. CONCRETE BLOCK SHALL CONFORM TOASTM C 90. OROO 5TD, * ALLOWABLE SOIL BEARING PRESSURE =1500 PSF PRECISION SPLIT FAC$ SLUMPED, OR WEDGELOCK BLOCK MAY BE Z ALLOWABLE LA IBM PASSIVE PRESSURE =150 PCF USED 3. %,ROUT STRENGTH L ., GR PSI 028 DAYS,2. CMUZETE FOR FOOTINGSiHALL BE 1 PART CEMENT TO 2-112 4. REINFORCING STEEL., OEL : GRADE 6L PARTS SAND TO 3-112 PARTS GRAVEL WITHA MAXIMUM OF 1-112 5. SEISMIC -7096 LNVESEC: ACCT=LERA770N. 6.1500 PSI MASONRYCOMPRESSION STRENGTH. GALLONS OF WATER PER 54M PORTLAND C'E'MENT SHALL CONFORM TO AS7MC15V TYPE V, FIC = 2500 PS7 3. REINFORCING STEEL SHALL LTE DEFORMED AND CONFORM TO ASTTNA 615 GRADE 60, PROVIDE 48 BAR Db4ME7ER LAP. OPTIONAL CAP a- 4.R6%RSHALL BEQFnFREDINTHE CONCRETE BLOCK CELL IN WHIC H IT IS LOCA7ED. S. CONCRETE BLOCKSHAU BELAYED INA RUNNING BOND 16876 0 16616 PILASTER PATTERN WITH VER77CALCON77NUIfYOFTHE CEi LINO. CMU - 30LID GROUTED. 5 ALL BLOCCCELL CONTAINING VERTICAL RES4R SHALL BE -5011D SEE DIA AM BELOW GROUTED. (2} 4 VER DROP -HN BARS 7. USE ORP TYPES MORTAR PROPOR770NED USINGASTM C270. 1 PARTCEMENT TO 112 PART LIME TO +112 PARTS DAMP, LOOSE SAND. ? 8. GROUTFOR CONCRETFBLOGKPERA57M C476 TO BEI PART Q C NBVT T03 PARTS SAND (GROUT MAYCOMTAIN 2 PARTS 318" P64 G94WM I' NLOBSTRUCTED CELL WEATHER VOEW ISS FFIC7ENT 710ALIW GOOD GROUT pp FLOW). WATER SHALL BEADDED TO PRODUCEGOOD GROUT FLOW I WITHOUT SEGREGA770N OF THE CONSHUENTS, CID A 8LOCKS7FM MAY8EWET•SET 1-112"INTO THE F0077NG WHILE THE COI OL"TFISPLASTIC BLOCK STEM MAIYBEPLACED TO EITHER EDGE OF 7HE TRMO1 TYPEFOOT7NG, 3-1/2" CLR, 10. FOOTING MUST BEPWPX--D ON OR INTO1 UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITTHA MINIMUM COMPACTION OF 90%. 11. FIRSTINSPECTIONTOBEAMER F0077MGTRENCHES' ARE READY FOR CONCRETEAND ALL REQUIRED STEEL IS TOED IN PLACE SECOND INSPEC770N 717 BE WHEN THE REQY/IRED VERTICAL IS IN (2) ,F4 DO CIS W/ 24- M! PLACE AND THE BLOCK WALL IS'READY TOGROU) EXTENSION INTO CMU. I 12, PROVIDE APANSION/LONMOL JOINT ON EACH SIDE OF J PILASTER WHEREINTER5'EC71NG BLOCK WALLS OCCUR. EQUAL EQUAL 16816 PILASTER 2 CMU - SOLID GROUTED R of O • (2) f4 VER 17CAL - AS SHOWN FOOTING WIDTH 'W 14 HORZ 'W` 6" LONG O 12" O/C EACH WAY CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE gy CHART FOR 61 TO 8' SITE WALL W/ SPREAD FOOTING WIND MAX. .W. 8=8" 2'-0" DESIGN WALL SPREAD ' 'X' DOWEL 'Y' BAR SPEED HEIGHT FOOTING WIDTH N #4 @ 48" 0/C 33" #4 @ 48" O/C Cr) t LO N 48' OIC FOR 6' 48' OIC FOR 6- w 0` m SLUMP BLOCK. $„ - $„ - SLUMP BLOCK. Q V3 CL w #4 @ 48"0/C 33" #4 @ 48" 0/C © 6'-8" I' -II" 40' 0/C FOR 6' 40' OIC FOR 6' Q Z w SLUMP BLOCK. 1011 O„ - 101. - SLUMP BLOCK. w _ #4 6 40" O/C 33" #4 @ 4.0" O/C a- # - T -4" 2-r 32' OIC FOR 6' 32' OIC FOR 6' SLUMP BLOCK.10„ 10„ -- 'St3P BLOCK. Z u'3 00 0, #4 @ 32"O/C - 33" #4 @ 32" 0/C $'-0" 2'-4" 24" 0/C FOR b' 24' OIC FOR 6' SLUMP BLOCK. IZ" -- 12" SLUMP BLOCK. NOTE: RIR 18" LONG BLOCK USE 9"INCREMENT REBAR SPACING THAT IS CLOSER TOGETHER THAN THE 16" LONG SLOCKSPACING. FOR L7LAMPLfE- 48" 0/CSPACING FOR 16" LONG BLOCKREMTS TO 45" OIC FOR 18" LONG BLOCK 40" FOR 16" BLOCK GOES TO j6- OJC FOR 18" BLOCK - 10fSmop f4 DROP-bV &R : FW77NG F(M SmEYARD RETURN WALLS WHE7AE DRAINAGESWALEOCiRlRE. A 1/2 810(X MAYLFFTOUT'QD SWALE L"AADE. PROVIDE ar4DOWEL AND #4 A40 ;, am av FA(7H SIDE OF TIE 1/2 LRLOOCD WN -AS SHOWN. mvarw.uc,rl+ce AWWTAal nWou. aRVL. a rcauap v- !p0{TlE2r!@! tRPwwnumuW3• asusranvsm. O o p Q p O • o .00 'p • .'p p v 1 v • .p .-v p V• S' aWxz a vr. ama"-nax 2r MR" sm on 'ea4 otibxuvnAw3'asee+aar axes= MA I -o' FOOTING STEP DETAIL QRaFE PN 4 O w m a f- C31925 * Exp, 12-31-201 TP OF CAI.IFOF- SO. FOOTING WIDTH 'W 6'-8" Z-4' 8=8" 2'-0" 2'-3' 2'-9" Q Of E ~ 4"925 * E)V6 12-31-20M C V , `- a►`rr OF CALNfo LA QUINTA BUILDING ' t SAFETY DEPT. APPROVED :As► r THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEYARE OWNED BY SANTIAGO LOPEZ OCAMPO. THEYARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SHE INDICATED IN THE DRAWING(S) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF SANTIAGO LOPEZ-OCAMPO . THIS DRAWING REPRESENTS A PRELIMINARY DESIGN UNTIL SUCH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL. SANTIAGO LOPEZ OCAMPO SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. *BUILDING DEPT, SUBM/IAL I A N ..'. A G o L 0 F` E z .. DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA, 92247 760.485.8927 santlagolopezocampo@yahoo.com santlagolopezocam po@gmall.com r O LL y Q W N R t C) Cr) t LO N O ca 0` m Q Lu (D N c) ui (/) ■ In IRIOZECEIVED NO 202014 CITY OF LA QUINTA I I =4-- U'o 1 • ' i ' %i • MIAMI FT RAME III AI &tT T liLis I