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BWFE2019-014178-495 CALLE TAMPICO Dn' VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 7/16/2019 Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner: Application Number: BWFE2019-0141 KURT & AMY MERKLE Property Address: 79375 TOM FAZIO LN N 79375 TOM FAZIO LANE APN: 766032010 LA QUINTA, CA 92253 Application Description: MERKLE / 130LF OF RETAINING WALL AT PL Property Zoning: Application Valuation: $11,000.00 Applicant: � � Contractor: EDGAR BENJAMIN BERNAL P EDGAR BENJAMIN BERNAL 73-673 PACHETA SQUARE 73-673 PACHETA SQUARE THOUSAND PALMS, CA 92276 JUL 16 2019 THOUSAND PALMS, CA 92276 CITY OF LA QUINTA (760)404-9648 DESIGN & DEVELOPMENT DEPARTMENT Llc. No.: 1015356 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: C-8. C29 License No.: 1015356 Date: r( /" Contractor: e-^ ( ram f e 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 N Lender's Add 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. t L 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: FALLS -LAKE FIRE AND CASUALTY COMPANY Policy Number: FLA009706 _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: �_ Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. Date: 1� 4 ^! ` Signature (Applicant or Agent): T 4� "i r Date: 7/16/2019 Application Number: BWFE2019-0141 Property Address: 79375 TOM FAZIO LN N APN: 766032010 Application Description: MERKLE / 130LF OF RETAINING WALL AT PL Property Zoning: Application Valuation: $11,000.00 Applicant: EDGAR BENJAMIN BERNAL 73-673 PACHETA SQUARE THOUSAND PALMS, CA 92276 Owner: KURT & AMY MERKLE 79375 TOM FAZIO LANE LA QUINTA, CA 92253 Contractor: EDGAR BENJAMIN BERNAL 73-673 PACHETA SQUARE THOUSAND PALMS, CA 92276 (760)404-9648 Llc. No.: 1015356 Detail: 160LF OF 4' TALL OF WEST RETAINING WALL [ANGELUS / 5-1.7LQ SPECIFICATIONS] 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 2016 CALIFORNIA BUILDING CODES. FINANCIAL DESCRIPTION INFORMATION ACCOUNT CITY AMOUNT WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $32.02 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $53.37 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $66.71 Total Paid for BLOCK WALL: $152.10 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 Credit Card Fee 101-0000-43505 0 $3.03 Total Paid for Credit Card Fee: $3.03 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 PERMIT # -bW 4:U- GCJE'7 J n'4 PLAN LOCATION: Project Address: 71— % 1s � n Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: dr`�d �i� G ��[_L,. U [`t �t�'t �1 � �! /1 vS ►tom �� � 1 /®G Applicant Name: �' M Address: Pl fj, City, ST, Zip: 12 Telephone: G7 v Y Z L Email: Valuation of Project Contractor Name: ' �G Address: City, St, Zip Telephone: � /Jo qe' Email: State Lic: t015! 3.Sr City Bus Lie: Arch/Eng Name: Address: City, St, Zip Telephone: Email: State Lie: City Bus Lie: c FA New SFD Construction: Conditioned Space SF Garage SF Patio/Porch SF Fire Sprinklers SF Construction Type: Occupancy: Grading: Bedrooms: Stories: I # Units: 78495 CALLETAMPICO LA QUINTA, CA 92253 760-777-7000 To Whom It May Concern: Please be informed that B B Concrete has my permission to perform the work of masonry walls on my property at 79 375 Tom Fazio Lane North at the Quarry. Signed: Dated 7115/19 1 Kurt Merkl TQM FAZIO LANJ9�NORTH Ae, -'oir )Coo LL �Qw4 Kwu oW a -3Ir to G2eaEa� me . RIIMI � , ( lea �Cf y (,�3ti Itic }r;;n� wn/1 6Y A,� n /,/s S�06v,c, `` -- IYY.Wl.W IIWMI - YYeld LNl1 ✓� A Amh''-� ... -I.B.I e N►nwN �aM1M.rsNn+ �>Me ��y SEE SHEET L-5 FOR CONSfRUMON DETAILS FlWSH LQAONG NOBS T. SLOPE A'1 DRAW L4ES AT A WINIAN OF 1/,- ; 2. ALL DRAW UNE AWCININ5 AND CHANCES OF DIRECTIONS TO BE MADE WTH 45 OR SWEEP TYPE RLS i PROVISIONS FOR PCSTIVL DNANA% Di PILL LSI:/3'ED AREAS 10 TAM N PREUDENCE OVER "NG AS DIAQ QEDR.bCN GRADING PLAN 4. HOLD FKSN GRADE I -, BELOW FINISH SURFACE 5. MOPE ALL VAR*EN A3ZAS AT A MWBtUD OF 1E TO DUN - 298ROfE1JUD 6. MOPE ALI. FNMSI SURFAG.S AT A MWNUI) OF 1% TO OM 7 MO UA70A S AND W(IRIWANSHIP IS 70 C(WIFDSM TO GUKRNWG CODES AND ORDINANCES B. SIDPE W LAIN AREAS E NOT TO EXCEED 3:1 9 HOLD F04SN GRADE A WALLIN OF 4' BELOW TOP OF WALLS, B" BaOW FINISH ROM OF ?-,ABS AND 12' BCL" FINISH FLOORS ON DONwNDONRL WOW FLOORWG G. PROMOE DRANAWE GEAWWTS AND/Ok CATCH BASINS AT A IWWNO4 01 SOS C.- OR AT EVERY QUtlaF OF N',,CMI. 11. HTD WVERTS M FMMN LINES A NNRAUN OF B' BELOW F:NISN GRADE St" 'ALE 12 RANPS INTO BJRMHOS KOT TO EXCEED A MOPE OF D12 CM &3X CPAD07 13 PROJECT WALKS NOT TO CXCCEO A MOPE OF 1.20 C4 SX C RAOIENT C(NSTRuCnON KISS - I- REFER TO FIKSH GRAFJBIG PLANS -OP, CATCH BAST' LOCATIONS 2. AEI. (:CNCRt IT TO 9` 5.5 SACK NIX TO OBTAIN A MINIMUM CCM?RESW STRENCTI' OF 2500 PSI AT 28 DAYS 3 ALL CCNSIRO"M 10 BE PfINB AND TRUE UNLESS DIHERMSF, WWNCATED 4 VERIFY WITH THE PROSCT SOILS EN(RNF'_R THE NEED FOR REINFORCING BASE MAIE RIAL, PRESAnJRATION, FIC FOR WALKS, STAIRS, WALL FOD¶NGS, ETC 5, ALL MATERIALS M CONSiRL'CTION TO CONFORM TO APPLICABLE GDVERNWO 0=5 AND P:OWANC4S e AL 04N51ETL F 444 TO 9 A -90A11 OF 3 1/2` THICK, COLORED 0£, ME$ O3WRAIY Yfi�^A��1 JOINTS. AT E,_O. 7- ALLOW FCR ADZTINIIG CONSTRUCTDN MASL*V WALL L (W,1 � SOIG - F RETAINING, GROUT All CFILS S(XC _ P GAsSTENCY" A RAM a (1) PART CC90T. (3) F�j7Ly►�3+ 741, LV, i ANO WNFD.'NL) NXFO IN TIP: RATIO 9 F`G!A! .dRl U1D PUItt, (1-1/2) PAINS SAND AND s a. v2D a P., 5C Worm Sim Tp91)71D4 5 A I I- NL1 1 PLUNJ AND TRUE• STEP FOORIGS W EVEN SUM MCR NF.NTS AADRw UD$R cnoN AND IIAFl0AL5 7o DaraRN To aAEawNG omEs AHD 0WIl TO HAIR CPEN 1RAO JON15 Al r OC. AWX OLIBC TO VRNNAGN: AT r,amlS BE I+W!¢0 ON UNDRIURBEO NATURAL OR �IPALY_O ow TO NAK A "N- v 0 TIAz'11NII iNf�Ai 1[FA-4.>WA WiS N4 DWY1; AT OF SGIIAL W SM IM LONG TO VER"I - SAPS Lu MAUL A LBE GRP4E CCORDANCE WITHTCONCgE� INNAS3W ASNC]ATON M. STANDARDS SAI CONFum 10 ,A&T.N 6150 y� 41ALL HAVE A NN11LW CO.FRE'.5LE SRENON OF 550D P Si. AT 2B DAYS bF 1» ,+2�I HSFTs pI ANUS AT >X-r = wt -1 i00W.'S TO HE CW INMIS UNDER GATE opHNWS !9 i 02 N w� 0 w Ea 0 [. Gs. j U xF ti d Ixr9a�s SH MAIERIAL SGNEOULE I KQ• wA' plY AVe R N "C ANIY q' $KYLI t-5 i W Y.TIX BYO( d1S .IdGf BM0 kO ktl O Fh] sR aN0 Y IkAI A.N1 R'J"i1M.BL!AR 51%PI.905WiA�0lY IAES1DH 5g6>•S fn1PPMK:SW AAFK��l15A OEVY-Y OY wcTI-e ro4wNn',F 11L VN6 FMa1 Q_�_� 3, mrwv �ia aRFt Dwv. Tw aNOPTt 4Ym N FA1+mm AxlNcaa IANw LFRNk: YWIE MlBGNR �� � .— .�___ 0 NANFA ReMe_i �Rw 09.NNR Ida SIIl6.BpR ' WY �A Se+vO tee .P PiaOrt TA'OIP'eb'A fALR' N V IWiII - - ]100 eBR MA 9OBeCR PVM ��• L-1 f NORTH sCALt /B. 1'-0. ,CON[TIILICTI(1N P1,pN bWFFZ&?=0/W C� 7?`S7t TbM F/F=io c.tJ �9 BUILDING DIVISION REVIEWED FOR ODE C PLIAN DATE _ BY 9 3 7. Td -c �' :.Copy �4IL10 &-Ae- c- rcY 1�j .2 aF i �ejr d4 (40 BLOCK CO., INC. Since 1946 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 ACTTVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, Ym = 1500psi. 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. NOTES: I 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. NOT USED 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 W'NOUT 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. VER11CAL 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. NOT USED 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 X' BA 'H' 'Y' BARS 'B' MIN. 'C' MIN. 'p' 16 LONG RSCMU 2'-0"' #4032"o.c. N/A 1r�5!1 N/T/A 1 2--8- 1 #4032"o.c. I N/A 1 1'-10" I 0'-3" I 0'-6" 1 1 3'-4- 1 #4032"o.c. I N/A I V-11" 1 0'-6" 1 Y-9" 4'-8" 4032"o.c. I N/A 2'-11" 0'-9" 0-9, 5'-4" 4024"o.c. N/A 3'-3" V--1" 1'-0" 6'-0" #4@16"o.c. #408"o.c. 4'--0" 1'-3" V-0" *t228 INC. TECTURE •ENGINEERING Badillo Street Covina, CA 91723 38. 1595 38.0985 www ghl-ae com 2' to 6' High Retaining Wall Level Backfill 8" Wide CMU 'H' + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION BACKFILL- WELL GRADED, CLEAN -SANDS OR GRAVEL OR COMBINATION US= GW,GP OR SW,SP OPTIONAL WALL CAP C �#4 HORIZ. ®24"o.c.8" WIDE (NOM.) CIVIL FULLY GROUTED 'X' BARS PER SCHEDULE -- 'X' BARS PER .m w SCHEDULE — W LAP 24" MIN. w a- 4"0 SDR 35 PERF. PIPE w/ 1c.f. 3/4" GRAVEL WRAPPED IN MIRAFI 14ON FILTER FABRIC - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL --- F. G. . z WET -SET FIRST - COURSE #4 CONT. 012"o.c. - - 2-#4 CONT. CONT. CONC. FTC. 'Y' BARS PER " CLR_ SCHEDULE TYp• CONC. KEY ALIGN WITH D, FACE OF WALL r LOADING 1. SEISMIC, 5% DAMPING ® 1 SEC®ND ACCELERATION Cs=0.33Wt. CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: A. 6 DATE: 09/21/2018 2j" OUTSIDE FACE OF BLOCK TO OF VERT, TYP. U r - w fV 73"C. - 12" 'B* MIN. PER SCHEDULE PROFESgIO�� qm V' uJ J1 * EXP. 9-30-20 �} C / V \ \, �'a�¢ OF CA \\ . DATE SIGNED 9-10-18 S-1.7LQ #16-077