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BWFE2019-021478-495 CALLE TAMPICO Tiht D 4PQum& LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: BWFE2019-0214 Property Address: 53045 AVENIDA DIAZ APN: 774041015 Application Description: CHILDERS / 80LF RETAINING WALLS AT PL Property Zoning: Application Valuation: $13,500.00 Applicant: D / U JOHN BARAJAS MASONRY 42-901 LIMA HALL ROAD BERMUDA DUNES, CA 92201 OCT 17 2019 CITYDESIGN & DEVELOPMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C29 License No.: 446180 Date: iy1�1 Contractor: 7e 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 Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/17/2019 Owner: CHERYLCHILDERS 5305 AVENIDA DIAZ LA QUINTA, CA 92253 Contractor: JOHN BARAJAS MASONRY 42-901 LIMA HALL ROAD BERMUDA DUNES, CA 92201 (760)345-3912 Llc. No.: 446180 WORKER'S COMPENSATION DECLARATION 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' :ompensation, as provided for by Section 3700 of the Labor Code, for the performance of the k for which this permit is issued. �tave and will maintain workers' compensation insurance, as required by Sect on 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: FALLS LAKE FIRE AND CASUALTY CQMP6MY Policy Number: FLA01048000 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 thos 1provisions. Date: �L Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correr I agree to comply with all city and county ordinances and state laws relating to buildir construction, and hereby authorize representatives of this city to enter up4,1 the abo. mentioned property for inspection purposes. Date:' 6 r Signature (Applicant or Agent): Date: 10/17/2019 Application Number: BWFE2019-0214 Property Address: 53045 AVENIDA DIAZ APN: 774041015 Application Description: CHILDERS / 80LF RETAINING WALLS AT PL Property Zoning: Application Valuation: $13,500.00 Applicant: JOHN BARAJAS MASONRY 42-901 LIMA HALL ROAD BERMUDA DUNES, CA 92201 Owner: CHERYL CHILDERS 5305 AVENIDA DIAZ LA QUINTA, CA 92253 Contractor: JOHN BARAJAS MASONRY 42-901 LIMA HALL ROAD BERMUDA DUNES, CA 92201 (760)345-3912 Llc. No.: 446180 Detail: 78LF OF G RETAINING WALL ON NORTH, AND 2LF PORTION AT WEST PROPERTY LINES. [ANGELUS 5-1.6LQSPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATINGWHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA BUILDING CODES. FINANCIAL DESCRIPTION INFORMATION ACCOUNT CITY AMOUNT RETAINING/COMBINATION WALL EA 50LF 101-0000-42400 0 $32.20 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 10OLF 101-0000-42404 0 $53.67 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 10OLF PC 101-0000-42600 0 $67.08 Total Paid for BLOCK WALL 2019: $152.95 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Project Address: 53 0cA S AtC APN #: Applicant Name: Address: `42- 9w cvrna City, ST, Zip: ! Lv�fl -D-,J4,5 Telephone: 7(oo 34S 391'2- Email: (.4 Contractor Name: ti Address: City, St, Zip r Telephone: Email: State Lic: 4LI N (p 1 8o City Bus Lic: Arch/Eng Name: 14 1 Address: I City, St, Zip Telephone: Email: State Lic: City Bus Lic 922 5 , CC*,( Property Owner's Name: �]t W 5� Address: J 3c�Afi Q q&7 1, 2 City, ST, Zip Telephone:! Email: PERMIT #'3W�E2at / —o Z( 1 PLAN LOCATION: Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech CnIn &a cO(4 It Valuation of Projects New SFD Construction: Conditioned Space Garage Patio/Porch Fire Sprinklers Construction Type: Grading: Bedrooms: I Stories: SF SF SF SF Occupancy: # Units: New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 October 16, 2019 To City of La Quinta: I Nearby permit Cheryl Childers to enter my property at 53025 Avenida Diaz, La Quints, CA for the purposes of replacing the wooden fence between our properties. Please issue the corresponding required permit to Ms. Childers. Feel free to call me at 8128427-0308 with any questions or if you need additional information. Best wishes, Beatrice Harendza-Harinxma RECEIVED OCT 17 2019 C11Y OF IA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT �� � ►-lam �1 �, "��r � L4 -Bw+=-E.zotg - 0219 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE D i r �� gy o� C Fry 3wrez.am. oZ►q 530Vs AVD. Ob►AZ G (Ty LF 53©5 AVM, EI cU -- 0 C BLOCK CQ.INC. Since 1916 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 CBC 2. ALLOWABLE SOIL BEARING PRESSURE — 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION + 0.25. COHESION a Opsf 5. CANTILEVER ACTIVE R 30pcf 6. MASONRY COMPRESSIVE STRENGTH, fm = 1500pai. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2. EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. 1, REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. 7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c. OR 20'—O"o,c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT, 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS SEE DETAIL SHEET S-5.1. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE MAS NRY FENCE RETAINING WALL SCHEDULE ,H. 'XBARS Y BARS 'B' MIN. 'C' MIN. 19" LONG cNU 7fi" LONG Cu 2 —0 4032 o.c 4048 o.c. —9 N/A 2 —8 4032 0. c. 4048 o. c. 3'-0" N A 3'-4" 4032"o.C. 40481,o.c. 3'-5' N A 4'-0" 4032"o.c. 4048"o.c. 3'-11' 0'--2" GHL INC. ENGINEERING 229 Fast Radlllo Street Covina, CA 91/23 T: 626 93:1595 F: 626,93O4R5 _ twt w gliloee com 6' High Wall 2' to 4' Retaining Heel -in Footing C a 110mph NO Risk Category I 60/8" Wide CMU OPTIONAL WALL CAP . �6 STD. LADDER TYPE rq5 STO FOR SLUMPSTONE) JOINT REINF. AT TOP CDURSE,— AT FIRST COURSE, AND 24"o.c. AT FENCE 6" WIDE (NOM.) CMU w/ 'Y BARS PER SCHEDULE * CTR. OF WALL. GROUT CELLS w/ REINF. #4 HORIZ. 024"o.c- . ® RETAINING 4"0 SDR 35 PERF. PIPE w/ 1c.f. 3/4" GRAVEL WRAPPED IN MIRAFI 140N FILTER FABRIC-- - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8" WIDE (NOM.) CM..0 FULLY GROUTED 'X' BARS PER SCHEDULE, LAP 24" MIN. • F.G. — WET —SET FIRST ? COURSE 04 CONT. #4 CONT. ® 12"o.c. +1 CONT. GONG. FTG. CONC. KEY —� LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: A. 6,6F.oATE: 09/21/2018 'H' + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION I < to OPTIONAL CHAMFER BACKFILL— WELL GRADED, CLEAN SWDS OR GRAVEL OR COMBINATION USCG GW,GP OR SW,SP 6011p— � —I — - 2j" OUTSIDE FACE OF BLOCK TO 4 OF VERT en f 3" C . L) I—L— 12" 12" 'B' MIN. PER SCHEDULE DATE SIGNED 9-10-18 S-1.6LQ #16-077