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BWFE2020-011178-495 CALLE TAMPICO D s(- IU�i(J LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: BWFE2020-0111 Property Address: 78222 PINNACLE POINT APN: 770370044 Application Description. COYLE / 20LF GARDEN WALL AT PROPERTY LINE Property Zoning: Application Valuation: $2,000.00 Applicant: MARK POWELL -KELLY DOMER PARTNERS INC DB [a PA 4& 1554 LINCOLN AVE ppI' SAN RAFAEL, CA 94901 Mein 16 2020 CITY OF LAOUINTA 0 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 Professions Code, and my License is in full force and effect. License Class::0 License No.., 346196 Date: 3,I 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 Name: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/16/2020 Owner: CHERYL LYNN COYLE 78222 PINNACLE POINT LA QUINTA, CA 92253 Contractor: KELLY DOMER PARTNERS INC DBA KELLY PACIF 1554 LINCOLN AVE SAN RAFAEL, CA 94901 (415)464-0900 Llc. No.: 346196 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; 5IATf_CQM_PENSATIO N INSU RANCE FUN D Policy Number:9074584 r / 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 t se provisions. Date: 111l0 2 Applicant: WARNING' FAILURE TO SECURE WORKS COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS P OVIDED 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 a e- mentioned property for inspection purposes. Date lW L7 Signature (Applicant or Agent): bate: 3/16/2020 Application Number: BWFE2020-0111 Property Address: 78222 PINNACLE POINT APN: 770370044 Application Description: COYLE / 201-F GARDEN WALL AT PROPERTY LINE Property Zoning: Application Valuation: $2,000.00 Applicant: MARK POWELL- KELLY DOMER PARTNERS INC DBA KELLY PACIF 1554 LINCOLN AVE SAN RAFAEL, CA 94901 Owner: CHERYL LYNN COYLE 78222 PINNACLE POINT LA QUINTA, CA 92253 Contractor: KELLY DOMER PARTNERS INC DBA KELLY PACIF 1554 LINCOLN AVE SAN RAFAEL, CA 94901 (415)464-0900 Llc. No.: 346196 Detail: 20LF OF 6' GARDEN WALL [ANGELUS 5-1.21-Q 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 2019 CALIFORNIA BUILDING CODES. DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100LF 101-0000-42404 0 $53.67 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100LF PC 101-0000-42600 0 $67.08 Total Paid for BLOCK WALL 2019: $120.75 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 -71 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 �W - -GEM of(A DESFWI PERMIT # o i 1 1 PLAN LOCATION: Project Address: ` Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: Applicant Name: Address: � � 1 " Ale - City, ST, Zip: t 3 Telephone:,-?t1Q Email: em � ca t.�.�LL' � B �" C� r� Valuation of Projec �©C70 C G�, 0 Contractor Name: 142VG C New SFD Construction: Address: ,-- �' Conditioned Space SF City, St, Zip Z ZS 3 Garage SF Telephone: ^7� Patio/Porch SF Email: Fire Sprinklers SF State Lic: 3 y(o(q� City Bus Lic: laOeS9�3 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: -Z? 2 , cG Total Building SF City, ST, Zip , Gl� 74>— -,�— Construction Type: Occupancy: Telephone: r *" Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 ID'ACC E55 -� EASEMENT� [t.j + C _ 1�tra EX TK 165.00 PAD: t64.50, r a .24 CONST; �ONC. Lk FF; ++ wau . MA.TCH� I '° IQ• 165,164 65, 00 AL, ;P11, WNri coy: `►' $p FM ISI4 OF t - N f r� 1A� 3 165.00 *'gip 5 Mir I1 PAD: '16�4.50 � Jo1�rw r � g � I i 1 t:X qA,GFR - 4640 ppD J i � F _._ 4 AD jg'222 � r _ _ I PINNACLE PT AA ` f 2 �' r (�11gill MI11111111111INIoil 111111 "z9aF oteIs - TA BUILDING DIVISION REVIEWED FOR Order: 6,964 299 s - 6,,- :n r2-wu-Sr.e^. BY �IcomteC' 5/15720194'15 Doc: RV:2001 00570313 Q PLIANC "2,0 �W t -cZoZO — DI l I one' �,' sX c1rs( d4p ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500p25f 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE - 30pcf 6. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPEC11ON 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: 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 1WR 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 B-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'-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 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_ MASONRY FENCE WALL SCHEDULE 'H' MAX. BARS 16" LONG CMU 16" LONG CMU 'D' MIN. 6 -0g6'-8"7'-4"B'-0" WALL DESIGN IS ADEQUATE FOR 2:1 MIN. SLOPE WITH NO SETBACK. GHL INC ARCHITECTURE - ENGINEERING 228 East Baddlo Street : Co� CA 91723 T. 626.938 1595 F: 626.939 048S 6' to 8' High Site Wall Trench Footing C ® 110mph (ult.) Risk Category I 6" Wide CMU OPTIONAL WALL CAP �N STD. LADDER TYPE #5 STD FOR SLUMPSTONE)� JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24Vc. 6" WIDE (NOM.) CMU GROUT CELLS w/ REINF. w x o a = 'X' BARS PER U SCHEDULE ® _ In CTR. OF WALL tr w a SETBACK. DWLS. TO MATCH VERT. REINF. LAP 24" MIN, F.G. WET -SET FIRST COURSE — 2—#4 CONT. CONT. CONC. FTG CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: A, a,6i„_DATE: 09/21/2018 J _Z W � U J VI Lj a !42 MIN. 8" 1 5'-0" MIN. CONT. TO DAYLIGHT P,gOF ESSIO 0 1rff'E NO'J856881III: EXP. 9�cOF C DATE SIGNED 9-10-18 S-1.2LQ #16-077 Cam