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BWFE2019-00791/n 1111mr 78-495 CALLE TAMPICO 0, VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 4/29/2019 Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner: Application Number: BWFE2019-0079 BRETT M. & MELANIE K. KEATING Property Address: 54470 AVENIDA JUAREZ 54470 AVENIDA JUAREZ APN: 774233027 LA QUINTA, CA 92253 Application Description: KEATING / 101LF OF GARDEN WALL AND DRIVEWAY REPAVEMENT Property Zoning: Application Valuation: $4,800.00 � � i Applicant: D I Contractor: HUITRON CONSTRUCTION CO R n HUITRON CONSTRUCTION CO 50427 RIGO CT APR 2 9 2019 50427 RIGO CT COACHELLA, CA 92236 COACHELLA, CA 92236 CITY OF LA QUI NTA DESIGN & DEVELOPMENT DEPARTMENT (760)457-9960 Llc. No.: 1030332 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 Professions Code, and my License is in full force and effect. F License Class: B License No.: 1030332 - ✓/ 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 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: 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 th work for which this permit is issued. 1 have and will maintaln workers' compensation insurance, as required by Section 700 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: BENCHMARK INSUI.ANg COMPANY Policy Number: CST5015396 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 hall f rthJaith comply with those provisions. r � Date: — 1. 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 ssued 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 `ollowing issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is iot commenced within 180 days from date of issuance of such permit, or cessation of Nork for 180 days will subject permit to cancellation. certify that I have read this application and state I agree to comply with all city and county ordinal :onstruction, and hereby authorize representativ tpove�tloned ty for inspection purpos+ Signature (Applicant or Application Number: BWFE2019-0079 Property Address: 54470 AVENIDA JUAREZ APN: 774233027 Application Description: KEATING / 1011-F OF GARDEN WALL AND DRIVEWAY REPAVEMENT Property Zoning: Application Valuation: $4,800.00 Applicant: HUITRON CONSTRUCTION CO 50427 RIGO CT COACHELLA, CA 92236 Date: Owner: BRETT M. & MELANIE K. KEATING 54470 AVENIDAJUAREZ LA QUINTA, CA 92253 Contractor: HUITRON CONSTRUCTION CO 50427 RIGO CT COACHELLA, CA 92236 (760)457-9960 Llc. No.: 1030332 4/29/2019 Detail: REMOVAL OF EXISTING 35 FEET OF GARDEN WALL. NEW CONSTRUCTION OF 1011-F OF 6- GARDEN WALL [CITY STANDARD SPECIFICATIONS FOOTING OPTION B]. SELF ENCLOSING GATE AND LATCH REQUIRED DUE TO EXISTING POOL. 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. DRIVEWAY WILL BE REPAVED DUE TO SEWER CONNECT AT MAIN LATERAL. PER 2016 CALIFORNIA BUILDING CODES. DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $16.01 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $53.37 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $66.71 Total Paid for BLOCK WALL: $136.09 DESCRIPTION ACCOUNT QTY 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 AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 !QTY 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 za Qa�fra (ALIFORNI\ Project Address: APN #: Applicant Name: 5,,HC A3 Cd Address: City, ST, Zip: Telephone: Email: Contractor Name: Address: City, St, Zip Telephone -7 �•� C� Email: State Lic:�rf, City Bus Lic: Architect/ Engineer Name: Address: City, St, Zip Telephone: Email: State Lic: City Bus Lic: Property Owner's Name: Address: a, City, ST, Zip ` Telephone: Email: Project Description: 1 f Ckyt— Valuation of Project $ a New SFD Construction: Conditioned Space Garage IZ) Patio/Porch or3fl� Fire Sprinklers Construction Grading: Bedrooms: I Stories: EZ a> r 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 # l Submittal -t Pian Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License OFFICE USE ONLY Required Received FOOTING OPTION "A" A i HEIGHT FROM TOP OF FOOTING I e � 12" 1© REVERSr:. --- DIRECTION OF HOOK ON EVERY OTHER RECSAR FOOTING OPTION "B" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) 6" OR 8" BLOCK #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) SEE TABLE "A" -- FOR REBAR SIZE AND SPACING IICCAI REJWA FNc-Nn r.N OI ono (FOOTING WIDTH) SEE TABLE "A" SEE TABLE "B" FOR REBAR SIZE— AND SPACING U.C.: AT5 RU:tAR 14 CA.Nri:R oi' cc.z o FINISH GRADE (1) #4 REBAR Lill (2) - #4 REBAR uie CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5` TO DAYLIGHT AS SHOWN BELOW. V.). OFF F MIN, FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 61' ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONSBEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL 1S NOT DESIGNED FOR ALL CELLS TO BE GROUTED, 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N- 8) REBAR TO BE CENTERED IIJ MASONRY CELLS. "SEE PAGE 2 FOR ADDITIONAL INFORMATION` DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. i .. H.. HEIGHT FROM TOP OF FOOTING E till— _ I a. r] I] F12" :=llfl .r..-�- illi�Illl 6OOTING WIDTH) SEE TABLE •'B" 1 1 ! i TABLE "A"'� H W., VERTICAL REINFORCEMENT 3' 17i1 #4 @ 48" O_C. 4' 20" #4 @ 48" O.C. 5' 1 23" #4 @ 48T' O.C. 6' 29" #4 @ 24" O.C. SEE TABLE "B" FOR REBAR SIZE— AND SPACING U.C.: AT5 RU:tAR 14 CA.Nri:R oi' cc.z o FINISH GRADE (1) #4 REBAR Lill (2) - #4 REBAR uie CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5` TO DAYLIGHT AS SHOWN BELOW. V.). OFF F MIN, FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 61' ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONSBEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL 1S NOT DESIGNED FOR ALL CELLS TO BE GROUTED, 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N- 8) REBAR TO BE CENTERED IIJ MASONRY CELLS. "SEE PAGE 2 FOR ADDITIONAL INFORMATION` DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. i .. H.. HEIGHT FROM TOP OF FOOTING E till— _ I a. r] I] F12" :=llfl .r..-�- illi�Illl 6OOTING WIDTH) SEE TABLE •'B" 1 1 ! i CHECK VVITki THE BUILDING DEPARTM. INTTO VERIFY IF A BUILDING PERMIT IS REQUIRED. WHEN A PERTAIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED -- 1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT: BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN R IVER5IOC COUNTY CODE UNIFORMITY/SPF{OGRA N1 S. f FREESTANDING BLOCK WALL 171•I0NE, (760) 777-7,1,2;1 78-195 CAI.LX:TA&il'ICQ IA ULIINTA, C'AIJP0h-NIA 92253 FAX (760) 777-70 1 1 1 Ib/9/2Ul i COMMUNITY DEVELOPNINIT17DEIT. PAGE 1 OP2 TABLE ."e" H" .I W.. VERTICAL REINFORCEMENT 3' 19" #4 @ 48" O.C. 4° 22" #fi4 @ 4811 O.C. 5, 29" #4 @ 48" O.C. 6' 34" #4 CHECK VVITki THE BUILDING DEPARTM. INTTO VERIFY IF A BUILDING PERMIT IS REQUIRED. WHEN A PERTAIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED -- 1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT: BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN R IVER5IOC COUNTY CODE UNIFORMITY/SPF{OGRA N1 S. f FREESTANDING BLOCK WALL 171•I0NE, (760) 777-7,1,2;1 78-195 CAI.LX:TA&il'ICQ IA ULIINTA, C'AIJP0h-NIA 92253 FAX (760) 777-70 1 1 1 Ib/9/2Ul i COMMUNITY DEVELOPNINIT17DEIT. PAGE 1 OP2 FOC DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSF) =150 COEFFICIENT OF FRICTION =0.25 ALLOWABLE SOIL BEARING (PSF) =1500 WIND = 80 MPH, EXPOSURE C SEISMIC: NA= 1.3. NV= 1 .6, Z=0.4. SOIL PROFILE=SD w pf :a - f - N TY OF LA QUIN! BUILDING DIVISION REVIEWED FOR CODE ©AM ��A � �1 �c�1'✓�cl'aJ'�tril �JZAvi u9— AWIP IDA Sv A reFz 6 T dl— /3?