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BWFE2020-0213BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Wall / Fence Permit Number: BWFE2020-0213 Property Address: 81650 HAFLINGER WY APN: 767800003 Legal Description Property Zoning: Valuation: $5,000.00 PHONE (760) 777-7125 �� WWW.LAQUINTACA.GOV APPLIED DATE: 07/20/2020 eca QISSUED DATE: 08/31/2020 CALIFORNIA Owner: LENNAR HOMES OF CALIFORNIA INC 980 Montecito Drive, Suite 302, Corona, Ca 92879 Applicant: LENNAR HOMES OF CALIFORNIA INC 980 Montecito Drive, Suite 302, Corona, Ca 92879 Contractor: LENNAR HOMES OF CALIFORNIA INC 980 Montecito Drive, Suite 302, Corona, Ca 92879 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) 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. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. 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. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 10/10/24 2:17 pm Page 1 of 3 1:31111111101Z"a4NIT, lkI Permit Type: Wall / Fence Permit Number: BWFE2020-0213 Property Address: 81650 HAFLINGER WY LENNAR HOMES/ 180LF OF 6' GARDEN WALLS AT P/L *** 180LF OF 6' GARDEN WALL AT WEST AND SOUTH PROPERTY LINES [PROTO II SPECIFICATIONS] 2019 CALIFORNIA BUILDING CODES. Construction Details Total Block Wall LF :0 I Type Group Sq Ft Value I Invoice No. Fee PERMIT-BWFE2020-021 WALL/FENCE - FIRST 10OLF 3 WALL/FENCE - FIRST 10OLF PC RECORDS MANAGEMENT FEE TECHNOLOGY ENHANCEMENT FEE WALL/FENCE - EA ADDITIONAL 50LF BSAS SB1473 FEE Total for Invoice PERMIT-BWFE2020-0213 Grand Total for Permit Workflow Step / Action Name Action Type Inspections v.1 FOOTINGS v.3 Inspection FOOTINGS v.2 Inspection FOOTINGS v.1 Inspection Plan Check v.1 Building Review (1 Day) v.1 Receive Submittal Issue Permit v.1 Contractor / Owner -Builder Information v.1 Generic Action Verify & Invoice Fees v.1 Generic Action Issue Public Works Permit v.1 Create Report Wall / Fence Inspections v.1 Bond Beam v.1 Inspection Footing v.1 Inspection Rough Electrical v.1 Inspection Underground Electrical v.1 Inspection Underground Plumbing v.1 Inspection Final Inspections v.1 Final Wall / Fence v.1 Inspection Fee Amount Amount Paid $53.67 $53.67 $67.08 $67.08 $10.00 $10.00 $5.00 $5.00 $32.20 $32.20 $1.00 $1.00 $168.95 $168.95 $168.95 $168.95 Start Date End Date 07/20/2020 0:00 Printed: 10/10/24 2:17 pm Page 2 of 3 1-311111111]1Z"a4 N IT, lIII I Permit Type: Wall / Fence Permit Number: BWFE2020-0213 Property Address: 81650 HAFLINGER WY Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the iurisdiction shall not be valid. A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Printed: 10/10/24 2:17 pm Page 3 of 3 PERMIT INSPECTION HISTORY REPORT (BWFE2020-0213) FOR CITY OF LA QUINTA Permit Type: Wall / Fence Application Date: 07/20/2020 Parcel 767800003 Work Class: Wall / Fence Issue Date: 08/31/2020 Address: 81650 HAFLINGER WY LA QUINTA, CA 92253 Status: Expired Expiration Date: 09/12/2021 Description: LENNAR HOMES/ 180LF OF 6' GARDEN WALLS AT P/L """ 180LF OF 6' GARDEN WALL AT WEST AND SOUTH PROPERTY LINES [PROTO II SPECIFICATIONS] 2019 CALIFORNIA BUILDING CODES. Owner: LENNAR HOMES OF CALIFORI Contractor: LENNAR HOMES OF CALIFApplicant: LENNAR HOMES OF CALIFORNIA IN( Scheduled Actual Reinspection Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Required? Complete 02/25/2021 Footing ECON:2102241053 Partially Approved Julio Anaya No Incomplete 36344 Comments: WEST PL NOTES Created By System Administrator 2/24/2021 10:53 AM LENNAR HOMES OF 02/24/2021 CALIFORNIA INC Contact Name: LENNAR HOMES OF CALIFORNIA INC Site Address: 81650 HAFLINGER WY Phone:9497891600 e-Mail: carey.adams@lennar.com Julio Anaya WEST PL ONLY 02/25/2021 03/09/2021 Footing DCL:210308042421 Approved Kirk Kirkland No Complete 0704 03/16/2021 Footing ECON:2103150208 Approved Kirk Kirkland No Complete 17885 Comments: eTRAKIT Inspection Request NOTES Created By System Administrator TEXT 3/15/2021 2:08 PM LENNAR HOMES OF CALIFORNIA INC Contact Name: LENNAR HOMES OF CALIFORNIA INC Site Address: 81650 HAFLINGER WY Phone:9497891600 e-Mail: carey.adams@lennar.com Created Date 03/15/2021 October 10, 2024 78-495 Calle Tampico Page 1 of 1 LEGEND PROPERTY LINE — — — — — — — — PUBLIC UTILITY EASEMENT — — — — — — RIGHT—OF—WAY (R/W) WATER MAIN SEWER MAIN a TY OF LA QU I NTA BUI LDI NG DIVISION APPROVED FOR CON STRUCTI ON BY: �4 DATE: 07/22/2020 FIRE HYDRANT 180LF OF 6' GARDEN WALL H I WEST AND SOUTH ® WATER METER PROPERTY LINES [PROTO II SPECIFICATIONS] S SEWER LATERAL 2019 CALIFORNIA BUILDING CODES. Block Wall Detail S1.1, S1.2, S2.1 Length 180 LF 0 0 TOP TOE LOT 78 PLAN 2XB FF 479.47 � PE 478.8 1 �9 6' 0 I dl :1 ft TW 484.67 TW 485.33 TF 477.33 TF 478.00 s 8.5' N N 0) TW 485.33 N 485.33 FG 478.6 p6 G 478.8 8TF 477.33 � - '(O, N 478.00 55 ft = 6 HA LINGER WAY S s— w NOTE: DIMENSIONS SHOWN ARE TO BUILDING FACE AND NOT ARCHITECTURAL POP -OUTS MSA CONSULTING, INC. > PLANNING > CIVIL ENGINEERING> LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 ,760,320.9811 msaconsultingim—mm LENNAR 980 MONTECITO DRIVE CORONA, CA 92879 (951) 817-3663 TW 487.33 TF 479.67 TF 477.33 NOTE: 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. LENNAR / GRIFFIN RANCH OCT. 2019 TRACT NO. 32879 LOT AREA WALL PLAN - LOT 78 11,462 SF 81-650 Haflinger Way SCALE 1'=30' LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA VERT REINF AT MAX WALL HEIGHT MIN FIG 6 CONVENTIONAL 6" CONVENTIONAL 6" PROTO II PT ROD 6" CMU DEPTH CMU HEIGHT CMU Oj HEIGHT SPACING O 7'-4" 2'-6" 2'-0" #4 AT 40" O,C. 5'-41 7'-4" GIG, 8,-0" 21-8" 2,-O" #4 AT 32" O:C. - 6'-0" 6,-0" O.C. 8'-8" 2,-9" 2'-8:" #4 AT 24" O.C. 6'-0" 6'-0" O.C. 9' 4" 2311" 3'-4" #4 AT 24" O.C. 6'—O" 6'-0" O.C. 3 EO TRENCH DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE Of FTG TO TOP OF SLOPE ADDED DEPTH TO HOT OF CONT TRENCH FIG 2'-0" MIN 0' 0" 0'-3" MIN I'-D" SETBACK EO L ej 3 TO DAYLIGHT 8° MIN CONT FIG PROJEcr: PROTO II STANDARD PL WIND EXPOSURE C AT 110 rmE: TYPICAL DETAILS PROTO-IITM WALL SYSTEMS 3612 CALIFORNIA AVE ATTN: MARIO SALAZAR LONG BEACH, CA 98667 PHN (562 477-80 www.proto2.com msela2ar protoll:cm U.S. PATENTED 5,7M,921,& 6,431,197, S T,168,463,&6,631,04a, 7A54,670,&7 PROTO-11 WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFI 'I.Ji<vTi�i T— nt!;'_-'':il�iSr',r'6TY DEEP] I Ht C C)i l`QTRUC;TION KEYNOTES BATE _BY I. REBAR REINF. REFER TO CONVENTIONAL CMU, AS SHOWN 2. POST TENSION ROD, REFER TO SCHEDULE FOR SPACING. EXTEND ROD TO .EMBED INTO FOOTING AS SHOWN. RODS NOT TO OCCUR IN SAME CELL AS CONVENTIONAL REINF. ONLY GROUT CELLS W/ CONVENTIONAL RLINF W/IN CONVENTIONAL CMU HEIICHT 3. HORIZONTAL JOINT REINFORCING PER GSN. PLACE IN FIRST TWO JOINTS OELOW PLATE WASHER AND 2'-0" O.C. THEREAFTER UNTIL THE TOP OF CONVENTIONAL CMU IS. REACHED 4. #4 CONT RENT TOP & GOT 5. TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE 6. A3 CONT IN 8" MIN SOHO GROUTED BOND BEAM 7. 3" MORTAR COVER AROUND POST TENSIONED ROD AT FIRST COURSE NOTES A. REFER TO GSN AND TYPICAL DEFAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED B. WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCHARGED, ONO C. PLACE FIRST BLOCK IN,JO WET CONC TO RECESS 1/2 MIN, 3/4" MAX D. CONVENTIONAL MASONRY DESIGNED TO FULL -STRESSES. SPECIAL INSPECTION OF MASONRY AS REQUIRED BY JURISDICTION SEAL: �o �= Z Z e0 — m uj Ill * EXP. 6/30/20 05 zs-1s 16PA CIVIL !Iz- No:srO 9TFOF C\F��� AL 05-29 ,18 OF 2:1 SLOPE )DED DEPTH TO BOT OF CONT TRENCH FTC 0'-0" O' 10° PT ROD SPACING 6'-0" O.C. 4'-8" O.C. 5'-0" MIN 8" MIN GONT TO DAYLIGHT PTO DESCRIPTION DATE 6'-8" PROTO-II 6" RlJ !i1 DING & SAFETY DEPT. FOR COMYI RUCTION DATE EIY PRDJEDT: PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH TITLE: TYPICAL DETAILS ,.SZ PROTO-IITM WALL SYSTEMS 3612 CALIFORNIA AVE ATTN: MARIO SALAZAR ,EN AS, , N AVE., STE 120 LONG BEACH, CA 9080] PH# (562j477-6629 SNV 89129 ww57v"L21%6 msa6,632, fl, 7,4 ,870, 92-838-5311 U.S. PATENTED S.T84,921, 8 fi,C31,i41, & ],109A53, 88,632,OCB. ]p56,0]0. 8 ] PROTOII WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFI KEYNOTES I. POST TENSION ROD, REFER TO SCHEDULE FOR SPACING 2, HORIZONTAL JOINT REINFORCING PER GSN. PLACE IN FIRST AVG JOINTS BELOW PLATE WASHER AND 2'-0" O.C. THEREAFTER UNTIL THE TOP OF FOOTING IS REACHED 3. #4 CONT RELINE 4. TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE S. 3" MORTAR COVER AROUND COUPLER AND OR POST TENSIONED R D AT FIRST COURSE AT 8 VERT AT 48 NO.C.CE WW/`STD OOK IN CENTER OF TRENCH FTC. ROTATE REINF TO MAINTAIN 3" CLR ALL AROUND NOTES A. REFER TO GSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED B. WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCHARGED, UNO C. PUCE FIRST BLOCK INTO WET CONC TO RECESS 1/2" MIN, 3/4" MAX D. SPECIAL INSPECTION AS REQUIRED BY JURISDICTION CONT SEAL: "Y 0 o E, dF Fy CJ m * EXP. 6� OJ 0 05-29-18 fj, CI V I � STD F of- CAo- T. SIII 05-29-18 091111tco DIP FIG DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FIG TO TOP OF SLOPE MIN DIP FIG DEPTH 1'-0" MIN 2'-4" 0'-3" TO 0'-W, MAX WALL MAX DIP PT ROD HEIGHT FOOTING SP ING 6" CMU SPACING 1 6'-0" 10'-0" O.C. 6'-0" O.C. 6'-8" 8'-0" O.C. 4'-8" O.C. SETBACK EQ EQ z 2 MIN J = U — _ a W _ O z 5 I I co �I 6 7 L ��5'-0" MIN TOO DAYLIGHT 8" MIN B FIG _ A SECTION TYPICAL 6'-0" & 6'-8" PROTO-II 6" CMU KEYNOTES I. POST TENSION ROD. REFER TO SCHEDULE FOR SPACING 2. HORIZONTAL JOINT REINFORCING PER GSN. PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND 2'-0" O.C. THEREAFTER UNTIL THE TOP OF FOOTING IS REACHED LVATION UEIEP FOOTING W/ DIP FTG P,UJ DING ,Ft S,%PETY G'-PT. PROJECT: PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH LA QUINTA, CA TITLE: TYPICAL DETAILS PROTO-IITM WALL SYSTEMS DATE 05-29-18 PROJ No.. S �U 3612 CALIFORNIA AVE ATTN. MARIO SALAZAR SHEET: S12 LONG BEACH, CA 90807 PH# (562) 477-8529 mm, prolo2. corn msalazar protouxam ,.US PATENTED 5.794 92I, A 6,a31,797, 6 7,138.4.53, A 6,1132.D18, 7,454.870, 6 7,4GI,4B7 J KEYNOTES 4. TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE 5. CONT. CONCRETE SETTING PAD 6. THICKEN CONCRETE SETTING PAD 10 PROVIDE 3' MIN COVER AROUND PT ROD AND NUT, AS REQ'D, WHERE PT ROD DOES NOT ALIGN W/ DIP FOOTING 7. LINE OF DIP FIG BEYOND 8. TRENCH MAY BE OVER EXCAVATED AS SHOWN. FILL W/ COMPACTED FILL PER GSN OR CONCRETE 9. VERTICAL REINF W/ STD HOOK AT DIP FOOTINGS FOR WALLS OVER 6'-0' HIGH. USE (1) #4 IN CENTER OF DIP 10. 3" MORTAR COVER AROUND COUPLER AND OR POST PENSIONED ROD AT FIRS COURSE NOTES A. REFER TO GSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED 8. WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCHARGED, UNO C. PLACE FIRST BLOCK INTO WET CONC TO RECESS 1/2" MIN, 3/4" MAX D. SPECIAL INSPECTION AS REQUIRED By JURISDICTION E. NO COLD JOINTS ALLOWED IN DIP FOOTING F. POST TENSION ROD SPACING DOES NOT NEED TO LINE UP W/ DIP FOOTING SEAL: < CD - m � a No. C696 6 m * EXP. 6/30�20 F�F CA��F�� 05-29-18 PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS