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BWFE2014-112381328 Amundson Ave BWFE2014-1123 I IIIIIII VIII III VIII IIII 42 IE_ 4 aw VOICE (760) 777-7125 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11%13/2014 Application Number: BWFE2014-1123 Owner: Property Address: 81328 AMUNDSEN AVE MCCLURE HOMES LLC APN: 767690018 6415 MUIRLANDS DR Application Description: 182LF OF GARDEN WALL W/RETAINING AT PORTIONS LA JOLLA, CA 92037 5' Property Zoning: c Application Valuation: $20,000.00 Z Z CD Applicant: Contractor: o DISCOVERY BUILDERS DISCOVERY BUILDERS m p W 80955 AVENUE 52 80955 AVENUE 52 ^ o LA QUINTA, CA 92253 LA QUINTA, CA 92253 rcn) n (760)391-5072 Llc. No.: AEC252 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. License Class: License No.: AEC252 Dat contract 4: OWNER -BUILDER CLARATION 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.). (__j 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 Na 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 ofthe wo k for which this permit is issued. have and will maintain workers' compensation insurance, as required by Se 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: _ Policy Number: _ 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 ofth Labo Code, hall forthwith comply with those provisions. Dat I / Applica WARNING: FAILURE TO SECURE WORKERS' PENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CR NAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($1 0,000). 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 pon the above- menti on jed property for inspection purposes. Daft' ( (3 Signature (Applicant or Age DESCRIPTION FINANCIAL INFORMATION ACCOUNT .: QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT . PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT .. QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forFENCE OR FREESTANDING WALL $108.77 $0.00 DESCRIPTION ACCOUNT QTY, AMOUNT PAID PAID DATE. RET WALL >12 - EA ADD 50 LF 101-0000-42404 0 $29.01 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL >12 - FIRST 100 LF 101-0000-42404 0 $72.52 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL >12 - FIRST 100 LF PC 101-0000-42600 0 $60.43 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for RETAINING WALL $161.96 $0.00 TOTALS:• 0• Description: 182LF OF GARDEN WALL W/RETAINING AT.PORTIONS Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 11/13/2014 SKH Approved: Parcel No: 767690018 Site Address: 81328 AMUNDSEN AVE LA QUINTA,CA 92253 Subdivision: TR 33076-2 Block: Lot: 26 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $20,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NAME TYPE Details: 12.6LF OF 2' GARDEN W/2' RETAININ 54.6 LF OF 6' GARDEN W/2' RETAINING, AND 49LF OF 4' GARDEN W/2' RETAINING, AND 66LF OI 6' GARDEN AT FRONT YARD [CITY SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY CONDITIONS PHONE FAX -EMAIL NAME TYPE NAME ADDRESS1 CONTACTS CITY STATE ZIP APPLICANT DISCOVERY BUILDERS 80955 AVENUE 52 LA QUINTA CA 92253 zhanan@discoverybuil dersllc.com CONTRACTOR DISCOVERY BUILDERS 80955 AVENUE 52 LA QUINTA CA 92253 zhanan@discoverybuil dersllc.com OWNER MCCLURE HOMES LLC 6415 MUIRLANDS DR LA JOLLA CA 92037 Printed: Thursday, November 13, 2014 3:03:26 PM 1 of NAAF 3 SYSTEMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY LTD CBY FOOTINGS BY BSAS SB1473 FEE 101-0000-20306 0 1 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 ti 100 LF PC Total Paid forFENCE OR FREESTANDING WALL $108.77 $0.00 RET WALL >12 - EA ADD 101-0000-42404 0 $29.01 $0.00 50 LF RET WALL >12 -FIRST 101-0000-42404 0 $72.52 $0.00 100 LF RET WALL >12 - FIRST 101-0000-42600 0 $60.43 $0.00 100 LF PC Total Paid for RETAINING WALL $161.96 $0.00 TOTALS:• 00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS. NOTES FINAL" FOOTINGS BOND BEAM Printed: Thursday, November 13, 2014 3:03:26 PM 2 of 3 CR srsreMs Printed: Thursday, November 13, 2014 3:03:26 PM 3 of 3 &'ff? SYSTFti1S Bin.# Qtt r Quinta Bulkring a Safety Division P.O. Box 1504,78-495 Calle Tamptco La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 13'z , ti Owner's Name:. V4 ,— l J r A P. Number. 61 Address: Legal Description: City, ST, Zip: L ,hy C- 4 Contractor. CJ✓2' . - er'S _A Telephone: S ©32 Project Description: Address: Q - 575- Av,— S -L City, ST, Zip: ( .► 4— L-LS Telephone:,%G ,1 3 O State Lie. # :JJ-- q 1 S. 3 (o City Lie. #!. 104 'WO9 ttiC 4 2 /t A- 2,i Arch, Engr., Designer (419 A 2" ., . a- L4 G,-&, Address: W 1-lS \04#1l -070 qQr City., ST, Zip: 'bt- ( h C l Tele hone.' P SSS$ "1 I = Z$O(7 Y ; • State Lia #: O l- S G O Name of Contact Person: Construction Type:. Occupancy: Project type (circle one Ne) Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: `6S-& - -j j 1—'LY00 Estimated Value of Project APPLICANT: DO NOT WRITE BELOW THIS UNE p Submittal Req'd 'Ree'd TRACENG PERMI'PFEES Plan Sets Plan Check submitted Item Amount Structural Coles. Reviewed, ready for corrections Plan Check Deposit. . Truss Cales. Called Contact Person Plan Check Balance Title 24 Calcs. Pians picked up Construction Flood plain plan Plans resubmitted.. Mechanical Grading plan 21d Review, ready for correctionsfissue Electrical Subeoutactor List Called ContactPersoa Plumbing Grant Deed Plans picked up S M.L H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '^' Review; ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees FOOTING OPTION "A" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) #4 VERTICAL REBAR AT 24" MAX. SPACING (REBAR IN CENTER OF CELL) #4 HORIZONTAL REBAR CONTINUOUS AT 32" MAX. ABOVETOP OF RETAINING WALL (USE BOND BEAM BLOCK) NON -RETAINING PORTION OF WALL 8" BLOCK (GROUT_O[ L. CELLS WITH ItEBfAR) (2)-#4 HORIZONTAL REBARS AT TOP OF RETAINING WALL (USE BOND BEAM BLOCK) FOOTING OPTION "B" 1 / RETAINING PORTION OF WALL \ / 8" BLOCK ' FINISH GRADE (SOLID GROUT ALL_CELLS) FINISH GRADE RETAINED '-RETAINEC EARTH OMIT HEAD JOINTS FOR DRAINAGE EARTH 2mAx (FIRST COURSE ONLY) - 3" MAX• / (3) - #4 HORIZONTAL REBARS ---` i 4! FINISH GRADE ( X -11111-1111— 4" '1 12 16 ,. " V ; ir #4 REBAR AT 2.4•' SPACING I I(WITH 6•• MIN. HOOKS AT ENDS FOR OPTION -B7 J1- i I i I 6' MAX - 2• MAX 4" THE. FOLLOWING -INSPECTIONS ARE REQUIRED: , ALL FOOTINGS ADJACENT TO 1) FOQTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND.SUPPORTED SLOPES TO BE AT LEAST 5' TO 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. DAYLIGHT AS SHOWN BELOW. 2) REBAR/PRE7ROUT: 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. NOTES: + 1) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BOTTOM BEFORE BEGINNING CONSTRUCTION. or S MIN` 2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE FOOTING OBSTRUCTED. 3) ALL REBAR. TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' 4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 5) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 6) NOT DESIGNED FOR SURCHARGE LOADS FROM /I • VEHICLES OR STRUCTURES. `' c& ot DJSCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE r BLOCK WALL WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN OtTr' ATOP 2' RETAINING WALL IS AT THE USER'S RISK AND CARRIES NO PHONE (760) 777-7),25 78-495 CALLI TAMPICO IMPLIED OR INFERRED GUARANTEE AGAINST LA QUINTA, CA1.11.ORNIA 92253 FAILURE OR DEFECTS- I FAX (760) 777-7011. I0/9/2014 cohimuNrlY DE7,EwPpu:n'r DErr.1 PAGE I OF 2 REBAR PLAC f/{ENT ILLUSTRATION - (SEEPAGE 1 FOR SPECIFIC REQUIREMENTS) --- - -- -- (TYPICAL) FOR THE RETAINING PORTION OF WALL ALL CELLS TO BE GROUTED (TYPICAL) FOR NON -RETAINING PORTION OF WALL ONLY CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (USE GROUT STOP MESH AS APPROPRIATE) FOOTING OPTION A 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 FOOTING O PTI.O N.._B. -► (TYPICAL) ALL .REBAR SPLICES 24" MIN. OVERLAP - (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 3" CONCRETE COVER AT FOOTINGS FOOTING ,OPTION_ "A" F .. H.. HEIGHT FROM TOP OF FOOTING 12" 10'• 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) SEETABLE 1'A" — FOR REBAR SIZE AND SPACING (LOCATE REDAR IN CCNTER OF CO -0 REVERSE !-II1 1111 DIRECTION OF HOOK ON EVERY (FI OOTING WIDTH) OTHER REBAR SEE TABLE "A SEE TABLE "B" FOR REBAR SIZE AND SPACING (LOCATE REMAR IN CLNTER OF CELIJ FINISH GRADE (1) - #4 REBAR (2) - #4 REBAR CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. a . s O OOTTOM F OF FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE,DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. 'THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING . REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS 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 241'' MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8).REBAR TO BE CENTERED IN MASONRY CELLS. _IIII rsn r •_.=111 ..I (FOOTING WIDTH) SEE TABLE "B" i t ..H.. HEIGHT FROM TOP OF FOOTING . i 1 WW-- t VERTICAL .H' W. REINFORCEMENT H.. ..W., VERTICAL REINFORCEMENT 3' 17" #4 @ 48" O.C. 4' 20" #4 @ 48" O.C. 5' 23" M6' #4 @ 48" O.C. 29" #4 @ 24" O.C. SEE TABLE "B" FOR REBAR SIZE AND SPACING (LOCATE REMAR IN CLNTER OF CELIJ FINISH GRADE (1) - #4 REBAR (2) - #4 REBAR CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. a . s O OOTTOM F OF FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE,DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. 'THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING . REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS 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 241'' MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8).REBAR TO BE CENTERED IN MASONRY CELLS. _IIII rsn r •_.=111 ..I (FOOTING WIDTH) SEE TABLE "B" i t ..H.. HEIGHT FROM TOP OF FOOTING . i 1 WW-- t VERTICAL .H' W. REINFORCEMENT 3` ".1911.44 @48" O.C. 4' ; .`22" ##4 C 48" O.C.. 5 29" #4 @:48" O.C. 6' 34" #4 Ca 2A" CHECK WLTN,TH B JILDING_DEPARTMENIM O VERIFY IFAA BUILDING PERMIT IS REQUIRED.. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) ;EQQIING:'EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) ..R.•EBAR/PRE-GROUT: BOND BEAM REBAR AND VERTICAL REBAR IN PUCE- INSPECTION PRIOR TO PLACING GROUT. 3) ENAL: AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' ui DISC_LAIMER:, > . ALTERNATE DESIGNS MAY BE POSSIBLE _ WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN b OF Pit' IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED. GUARANTEE AGAINST PHONE (760) 777-71.25 FAILURE OR DEFECTS. rAX (760).777-701). COUNTY CODE UNIFORMITY PROGRAM <, Y q FREESTANDING BLOCK WALL 78-495 CALLETAMPICO LA QUINTA. CALIFORNIA 92253 1019/2014 1 CUMMUMIY DL\,ELOPMENT DELT. PAGE 1 0172 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 WESTERN RfVERSIDE COUNTY CODE UNIFORMITY PROGRAM FREESTANDING BLOCK WALL y or it PHONE (760) 777-7125 78-4'95 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 10/9/2014 1 COMMUNITY DF.VL'IAPMENT DWI] PAGE 2 OI' 2 S ITE W ALL P L A N Noon, U v IU '/Of 1. SL AL E:I-1p-p• / / I` A' SON q PlDICA)ES TOP OF FQdSN ROOF W)E0.>L SUHF..LE.MNiPPCTOP SNI OF S)FVONR/1 OTQ / (SE ISELOM.ON'I. 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CA 9ZOII IBSB )BZ ZBBO IBSB lBT TBBT McClure Residence MADISON CLUB LOT 26-B 81-328 Amundsen AVE La Oulnla, CA 92253 APN # 767-694018 + L4 RANCNCHECX SU&Nl)IAL 1814 aWSUBMmAL 4.21.14 CONS7R1.L ONSET529414 ®C IIARO/ENIRYICARAGE8214(C1 + A 6VMYC47EOEXN 16114114 (C/ POOL DESIGN I027A4 (C1 ❑ NOTFORCONS7R CR7N C] C._)% ❑ Avk—ly ❑ 0.jp0.. ❑ Redew ❑ 6d ❑ ahn ■ rORCOVSMUCRON ❑ P,',,CAVA, ❑ Cm M&- ❑ 0M. A1.0