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BWFE2020-002478-495 CALLE TAMPICO Tit!t D 4P Q" LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: BWFE2020-0024 Property Address: 81730 ANDALUSIA APN: 764670006 Application Description: ANDALUSIA / 190LF OF RETAINING WALL AT PL Property Zoning: Application Valuation: $18,900.00 Applicant: SUNRISE LQ LLC�� A O 1, 20�0 DD 81570 CARBONERAS A `i LA QUINTA, CA 0 CITY OF LA QUINTA DESIGN & DEVELOPMENT DEPARTMENT 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 ors; Code, and my License is in full force and effect. License Clas1�1_2_252contr censeNo.: Date: actor: OWNER -BUILDER DECLARA ION I hereby affirm under penalty of perjury that I am exempt from the Contractor's ate License Law for the following reason (Sec. 7031.5, Business and Professions Cod : Any city or county that requires a permit to construct, alter, improve, demolish, or r pair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/21/2020 Owner: T D DESERT DEV 81570 CARBONERAS LA QUINTA, CA 0 Contractor: NATIONAL MORTGAGE & LAND COMPANY 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 (760)772-7227 LIc. No.: 288130 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 f the Labor Code, for the performance of the work for which this permit is issu y rkers' pensation insurance carrier and policy number are: C rier: olicy Number:" I certify that the performance of the work for which this permit is issued, I shall n mploy any pe son in any manner so as to become subject workers' ensation laws of California, and agree that, if I should bec a wbj ct to the workers' compensa on provisions of Section 3700 of the La r Code, hal forthwith comply with t o" �r]ev�isions. Date: 0,pplicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS LAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FI S 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 abov " or n is correct. I agree to comply with all city and county ordinances and a laws la ng to building construction, an hereby authorize representatives of is city to r an the above- mentianed ra r%tyfor inspection purposes. 11 Date: / " Signature (Applicant orAae Date: 1/21/2020 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: SUNRISE LQ LLC 81570 CARBONERAS LA QUINTA, CA 0 BWFE2020-0024 81730 ANDALUSIA 764670006 ANDALUSIA / 190LF OF RETAINING WALL AT PL $18,900.00 Owner: T D DESERT DEV 81570 CARBONERAS LA QUINTA, CA 0 Contractor: NATIONAL MORTGAGE & LAND COMPANY 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 (760)772-7227 LIc. No.: 288130 Detail: 189LF OF G GARDEN WALL AT NORTHWEST PROPERTY LINE [ANGELUS RETAINING SPECIFICATIONS 5-1.51-Q] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE 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. PER 2019 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT RETAINING/COMBINATION WALL EA 501-F 101-0000-42400 0 $64.40 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - EA ADDITIONAL 501-F 101-0000-42404 0 $32.20 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100LF 101-0000-42404 0 $53.67 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 10OLF PC 101-0000-42600 0 $67.08 Total Paid for BLOCK WALL 2019: $217.35 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY 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: $5.00 tev a -- GEM y+h, DESERT - PERMIT # (�>WFEZO20 - D0 ZL( PLAN LOCATION: Project Address: g 1 5c.> Iv s IQ Project Description: Pool, Remodel, Add% Elect, Plumb, Mech APN #: J & kp (P'70 V &, 5' -- t3 ? ll 1 QJ�o SIC. le L, _ , 7* z Applicant Name: 5 v C 1 5 t: Q 1 (� LG �o �,� , 4 Address: co A401,a N 1/,(,> �1 S�Io ��Jtv40r4 City, ST, Zip: la Qua! 1, 64 Telephone: O l o (o Valuation of Project 5 Contractor Name:tJg1J-44( N%ofbs •,�p,K(f NewSFDConstruction: Address. oo ii ',rd Conditioned Space Sl City, St, Zip IQ„ „c it, Ca 2 Z 3 Garage SF Telephone: -7bo -w(cob m /o (0 Patio/Porch _SF Email: A S 6 C3 e a l C C ry Sr4 fC- . cA-N Fire Sprinklers SF State Lic: Z$e ( 3o City Bus Lie: '7(o(p'9 $ 9 Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic: Property Owner's Name: New Commercial / Tenant Improvements: Address:h, 44 Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 SEQUENCE SHEET Owner: Sunrise LQ, LLC 01/03/20 Builder: National Mortgage & Land clo Nolan Sparks 81-570 Carboneras 81-570 Carboneras La Quinta, CA 92253 La Quinta, CA 92253 CSLB # 288130 WC # 9056338 _ City License # 766889 Project: Andalusia @ Coral Mountain Tract 31681-3 Lot 34 Property Line Walls (Angelus Block Specifications) 6' to 8' High with 2' to 4' Retaining and Spread Footing Pilasters LOT ADDRESS APN WALL LENGTH # PILASTERS 341 81-730 Andalusia 1 764-670-065 189 2 A4w BLOCK CO.. INC. Slnce 19�6 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 = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SEC11ON 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: 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. J. STRENGTH OF CONCRETE FOR FOOTINGS - 2500psi K -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 PRESLENDED 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 2DOOpsi. 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'-O"O.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. INSPECTIONS: A. AFTER FOOTING IS ADY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. 13. 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 MASONRY FENCE RETAINING WAIL SCHEDULE 'H, X BARS 16' LONG CMU Y' BARS 16" LONG CMU B' MIN. C' MIN. 2'-0" 4032"o.c. 4048"o.c. 2-4 0-3 2'-8" 4®32"o.c. 4®48"o.c. 2'-4" 0'--6' 3'-4" 4032"o.c. 4048"o.c. 2'-6" 4'-0" 1 #4032-oc. I #4048"o.c. 2'-10" V-2" GHL INC ARCHITECTURE • ENGINEERING 228 East Badillo Sheet Covina, CA 91723 T: 626.938 1595 F: 626-938.0985 6' High Wall 2' to 4' Retaining Toe -out Footing C a 110mph Wit) Risk Category I 6'/8" Wide CMU OPTIONAL WALL CAP --�, STD. LADDER TYPE #5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, - 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"e.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.) CMU FULLY GROUTED 'X' BARS PER SCHEDULE, LAP 24" MIN. F.G. WET -SET FIRST _ COURSE - #4 CONT. #4 CONT. 0 12'o.c. CONT. CONC. FTG. CONC. KEY LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. 12" 12' B' MIN, PER SCHEDULE CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY:A. DATE: 09/21/2018 'H' + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION -I < io OPTIONAL CHAMFER 'BACKFILL- WELL GRADED, CLEAN SANDS OR GRAVEL OR COMBINATION USC= GW,GP OR SW,SP y iwiT._ 2j" OUTSIDE FACE LU OF BLOCK TO D t OF VERT w0 U to w o_ N 3" CLR. TYP. #4016"o.c. 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