Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BWFE2019-0013
78-495 CALLE TAMPICO Tilu/ U 4 Qa&ro LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: BWFE2019-0013 Property Address: 81635 WAR ADMIRAL APN: 767800038 Application Description: GRIFFIN RANCH / 46LF GARDEN WALL AT SIDE YARD Property Zoning: Application Valuation: $1,150.00 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/25/2019 Owner: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 Applicant: Contractor: LENNAR HOMES OF CALIFORNIA INC D LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE 25 ENTERPRISE ATTN KIMBERLY CURTIS ATTN KIMBERLY CURTIS ALISO VIEJO, CA 92656 JAN 2 5 2019 ALISO VIEJO, CA 92656 0 (949)389-1756 CITY OF LA QUINTA Llc. No.: 728102 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 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Clas - B License No.: 728102 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 Nam Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 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 rk for which this permit is issued. V 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: OLD REPUBLIC INSURANCE COMPANY Policy Number: hftt3I 14800 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. DatB,/ zLr Applicant:6_ 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 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 buiS construction, and hereby authorize representatives of this city to enter u above -me ioned property for inspection purposes. :7` Date: a _ Signature (Applicant or Agent): ' Date; 1/25/2019 Application Number: BWFE2019-0013 Property Address: 81635 WAR ADMIRAL APN: 767800038 Application Description: GRIFFIN RANCH / 46LF GARDEN WALL AT SIDE YARD Property Zoning: Application Valuation: $1,150.00 Applicant: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ATTN KIMBERLY CURTIS ALISO VIEJO, CA 92656 Owner: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 Contractor: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ATTN KIMBERLY CURTIS ALISO VIEJO, CA 92656 (949)389-1756 Llc. No.: 728102 Detail: 46LF OF 6' GARDEN WALL AT EAST AND WEST FRONT SIDE YARD ENTRANCES. BLOCK WALL WILL INCLUDE PILASTERS [PROTO II SPECIFICATIONS 51.2 & 56.1] 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. 2016 CALIFORNIA BUILDING CODES. FINANCIAL DESCRIPTION INFORMATION 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: $120.08 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 QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS: $136.08 d E I 9 2 TYPICAL 6'-0" & C—B" PROTO if S CMU FENCE WALL W/ DIP lot b cg['-- PROJECT. PROTO II STANDARD PLANS WIND EXPOSURE CAT 110 MPH LA QUINTA. CA TITLE. TYPICAL DETAILS 6.17 PROTO-IITI61 WALL SYSTEMS PROD No.. STD R I M R O C K E N G I IJ K E Q I IJ 13 41000 CASCADES COURT ATTN: GARY OTTO PROD NO.. STD 0030W.C11f:YENNE_AVE„STE210 TEA16C{1LACA92591 PHN1"1)694.3703 SHEE1:��,� LAS V *WO S. NV 69129 WWW,PRO 02,COM garyal 0@PfG(Qv.COh1 PH 702-630.5311 uF nAlrr+rEO S,7oi.oll wU���ie7 A7IM 167.AQ4tt Q.t ./S�l7 87�61.�67 L PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS Q PLAN CHECK 03 07.17 REV DESCRIPTION DATE KEYNOTE I, POST ILNSION ROD, REFER TO SCHEDULE FOR SPACING 2. HORIZONTAL JOINT RL'INFORCING PER GSN. PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND ?'-0" O.C. TIICRFAFTF.R UNIII THE TOP 01 I'COTING IS RFACHED :5. #4 C011I HEI4F 4 TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADC 5. CONT, CONCRETE SETTING PAD 6. THICKEN CONCRETE SETTING PAD TO PROVIDE 3' MIN COVER MOUND PT ROD AND NUT, AS RFO'D, WHERE PT ROO DOES HOT ALIGN W/ DIP FOOTING 7. TINE OF DIP FTG BEYOND B. IRLNCH MAY DE OVER FX(:AVAIED AS SHOWN. FILL W/ COMPACTED FILL PER GSN OR CONCRETE 9. VERTICAL REIN) W/ SID HOOK AT DIP FOOTINGS FOR WALLS 00 5'-0" HIGH. USE (1) 14 IN CENTER OF DIP 10, 3" MORTAR COVER AROUND COUPLER ANDIOR POST TENSIONED KO AT FIRST COURSE b12IES A NEVER 10 GSN AND TYPICAL ULTIULS FOR ADDITIONAL. REOUIHEMEMTS AND RUNS SHOWN HUT NOT NOTED B WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHFRWISE SURCHARGED, UNO C. PLACE FIRST BLOCK INTO WET CONE 10 RECESS 1/2' FAIN, 3/4` MAX D. NO COLD JOINTS ALLOWED IN DIP FOOTING E. POST TENSION ROD SPACING DOES N01 NEED TO LINE UP W/ DIP F0011NG C)L.lINTq I 7I: 7'Y UEPf I vPf ES c.� r Z � ag \ No. C69616 1 T EXP. 6" 18 71T Cl V 11- tiQ TF OF CALV� 03-07-17 lKEYNOTE 2. PROVIDE 4 HORIZ Al 16" U.C. EACH W4 AT D01 Uf fOpTIVC 3, EDGE OF FILASTER FOOTIP:G I VERT PAR IN EACH CORNER ELL AS 510vrr CLOSED TI7 S AT lop A!!0 A-. 6'3 0 C. MAX, PROVIDE 2- AIIII GROUT COITR ALL AvOUND 6. CVU FEW[ WALL, PER APPLIGB'LE Wk( PER DETAIL. AS OCCURS W-1 ,2 8" cmu KEYNOTES fcONil 7. PROVIDE VERTICAL Eg'AN5f0Y d61-4TS IN FUZE MALLS PER GSN 8, NON-SIRUCTUIK 01CORARVE C,T/RAISED PATTERN AS OCCURS PER A•4CH, I4EIGHT ool TO EXCEED 2D0 LDS 9- PROWIF VERT DOWEL 14 CELL ADJACENT TO AMER PER V£RL RECUIfFENTS APPLICARLE%WALLL S CFION D�AIL 11, STONE VCNCER 1"' ATTACHAlENT BY OTHERS (10 PSF AIAX) ma A REFER TO G5N ARD TYPICAL DETAILS FOR ADDITIONAL REOUIREVC&ITS AD ITCAIS SHOWN OUT NOT NOTED B. WET SET Isl COURSE INTO FIG 7 A MIN C. PILASTER MAY 9ETNI1 UN TO 6'-O" MAX OF SOIL PROVIDE() PILASTER TOOTING�CM+U ALDRC RE7AIVEO FREE i+ATCHES HIPf STRUCTURAL REQUIREMENTS OF RPPLICASLE RETAINING WALL DETAIL L.1Ax PILASTER DIMENSION HEIGHT 8• CMU TOE CI.A1 TN0510NO50 7'-4' 0'-B'�SO 8 -8' 0'- IO'SO *LIXIR 1D'-U' 1'_p'SO 17'-0' I'-2- O 7'-4- 0'-6'O B'-8' 0'-8- O TO'-0 0'-9- O 12'-0 1'-0' VARIES r - 1-a BUILDING & SAFETY DEPT, APPROVE7SE FOR CGNSTRUCTIG A' I PROJECT: PROTO II AN T w WIND F-XPOSURE C AT 110 lab. © PLAN CHECK 03.07.17 Lao QLJINTA, CA l'1 C.go, r y REV N DESCRIPTION DATE TITLE: TYPICAL DETAILS -� 8 PROTO-II11A WALL SYSTEMS DATE: 02-06-17 i71M RQ IKEN G I. N E E' P 11-4G 41000 CASCADES COURT PROJ No,. -,STD I O 9030 W. CHEYCNNE AVE., STE 210 T ►,4ECLIL CA Arm GARY OT-10 LAS VEGAS. Nv89129 q 92591 PFl7►tg51164t•979y aMIF PH: 702-0 6-s311 V+4YIY.PRp762.CAti5 paiyoddce®Fm1oq.COf4 cc(� u:nwlt'+rrrAsku pls at 17t.7w wri6 �Mi.a a �a.ele Tau Pao. �c le6e eel V�,� PROTO-11 WALL SYSTF MS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS Q4�QF E w ~ m al- No. C69616 EXP. 6/30/ 1 a C(VIL OF CALIF 03-07-17 i� J SHEET INDEX 50.1 SHEET RIDEX SO.2 �EASIS FOR DESIGN, GENERAL STRUCTURAL NOTES 50.3 GENERAL STRUCTURAL NOTES (CONT), STANDARD ABBREYAlIONB SOA TYPICAL DETAILS - — 50.5 _.._�.__. _. _-- ..._ -• TYPICAL DETAILS SI.I 6'-0' TO 6'-B' 6' CIAU FENCE W/ TRENCH FOOTING -g1 2 6'-0' TO 6'-8' 6" CMU FENCE W/ DIP F0011NG 51.3 6'-0" TO 6'-B" 6' C61U FENCE W/ PIER FOOTING SIA 6'-0' TO 6'-8" 6" CMU FENCE W/ SPREAD FOOTING S2.1 7'-4" 10 9'-4" PROTO II 5- CMU FENCE WALL W/ CONT TRENCH FOOTING S2.2 10'-0' TO 12'-0' PROTO 11 8" CIAU FENCE WALL W/ GONE TRENCH FOOTING S3.1 1'-4" TO S-4- G" CMU RETAINING WALLS W/ CONT TRENCH FTC & 6' PRO10 11 6' CMU FENCE ATOP 53.2 10'-0" TO 12'-0' PROTO II 8' CMU WALL W/ CONI TRENCH FTG & 3'-0" MAT{ RETAINING 53.3 -3'-4- TO 4'-0' 8' CIAU RETAINING WALLS W1 CONT TRE14CH FTG & 6' PROTO 11 6' CMU FENCE ATOP S3.4 3'-4" TO 4'-0' 8" CMU RETAINING WALLS W/ NO TOE FIG & 6' PROTO 11 6" CMU FENCE ATOP S3.5 3'-4' TO 4'-0" B" CMU RETAINING WALLS W/ ALL TOE FTC & 6' PROTO 11 6" CMU FENCE ATOP - S4.1 2'-0' TO 6'-0' 8' CMU RETAINING WALLS W/ NO TOE FOOTING & NO FENCE ATOP S4,2 2'-0" TO 6'-0' 8" CIAU RETAINING WALLS W/ ALL TOE FOOTING & NO FENCE ATOP S5.1 6'-0- TO 6'-8" 4" CMU FENCE W/ TRENCH FOOTING S5.2 6'-0' TO 6'-8" 4CMU FENCE W/ DIP FOOTING S5.3~ 6'-0' TO 6'-B- 4" CMU FENCE W/ PIER FOOTING T S.ff,f -..8- CMU P!I"" S6.2 PROTO II 6` CMU LOW FENCE WALLY�t f5'�}.-�7ROP 57.1 6'-0' TO 6'-8" 6' CMU RETURN FENCE Wlllyp7lY�t�1[�L 'FAA 57.2 —� 6'-0' TO 6'-8" 6" CMU-RETURN FENCE WALL rL�j�SR� 49 PROJECT: PROTO II STANDARD PLANS WINO EXPOSURE CAT 110 MPH TITLE: SHEET INDEX •] DATE:02.00.17 PROTO-lkit WALL SYSTEMS PROJ No.: STD R1MRL3CFCEyPIN EL.3NG 41E00CASCACESCOUHT AIIN: GARY OTTO W. CHEYENNf AVB. STE 2t0 �f@CUL/A� CAp2391 . PWf i95 i] 8 4 103 SHEET: 5�.1 Lh$ VEOAS NV 091§9 NMI.PR67O2.0 I+I qw. o�pno11,C01.4 P pH:12�385311 us PA7EIREDS7R1071te.O1TBea a,.o-l�ea PROTO-11 WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS Q PLAN CHECK 03-07-17 'REV DESCRIPTION DATE SEAL: ���_•p a 35lp�, 4 p r C.D y m FrI � No. C69616 EXP. 6/30/18 CIVIL�Q OF cmoI R 03-07-17 LEGEND PROPERTY LINE - - - - - -- - - PUBLIC UTILITY EASEMENT - RIGHT-OF-WAY (R/W) —w WATER MAIN -S - SEWER MAIN FIRE HYDRANT WATER METER 8 SEWER LATERAL --- 341 dol— 0 473, 3 U7 n O M F 8' LOT 113 PLAN 3A LT FF 475.37 PE 474.7 Length: 46' Height: 6' I CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE1,/22 /2 o.19. ..BY -35ft w-- w -- -- w --- - WAR At IRAL DRIVE NOTE: DIMENSIONS SHOWN ARE TO BUILDING FACE AND NOT ARCHITECTURAL POP -OUTS. PLOT PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE TITLE REPORT FOR DIMENSIONS, EASEMENTS, AND OTHER INFORMATION OF RECORD. DRY UTILITIES ARE NOT SHOWN ON THIS PLAN. MSA CONSULTING, INC. LENNAR / GRIFFIN RANCH SEPT. 2018 >PLANNING>CIVILENGINELAND SURVEYING TRACT NO. 32879 34200 Bob Hope Drive, Rancho Mirage,ge,CACA 92270 760320.9811 msaconsultinginc.com LOT AREA LENNAR WALL PLAN - LOT 113 13,395 SF 980 MONTECITO DRIVE 81 -635 War Admiral Drive CORONA, CA 92879 SCALE 1'=30' (9511817-3663 LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA