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BWFE2020-0283Description: LENNAR/419LF PROTO II SITE WALLS Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: FINALED Applied: 11/9/2020 ECON APPROVED Approved: 11/13/2020 ECON Parcel No: 767770031 Site Address: 81662 MERV GRIFFIN WY LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 24 Issued: 11/13/2020 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 11/18/2021 KKI Valuation: $5,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 419LF OF 6' GARDEN WALL AT NORTH, WEST, AND EAST PROPERTY LINES [PROTO SPECIFICATIONS]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. 370 4 0 I Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL DUANE CLAYTON 11/12/2020 11/12/2020 - INFORMED APPLICANT THAT PLAN REVIEW IS COMPLETE AND APPROVED. CONDITIONS CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED READY TO ISSUE DUANE 11/12/2020 11/12/2020 11/12/2020 COMPLETE - SEE READY TO ISSUE CHECKLIST. CHECKLIST CLAYTON CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT LENNAR HOMES OF CALIFORNIA INC 980 Montecito Drive, Corona Ca 92879 (951)817-3552 carey.adams@lennar.c Suite 302 om CONTRACTOR LENNAR HOMES OF CALIFORNIA INC 980 Montecito Drive, Corona Ca 92879 (951)817-3552 carey.adams@lennar.c Suite 302 om Printed: Monday, April 17, 2023 8:18:04 AM 1 of 3 RWSYSiEMS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $112.70 $112.70 11/13/20 WEB6768 025255 CREDIT LENNAR HOMES OF ECON ADDITIONAL 50LF CALIFORNIA INC WALL/FENCE - FIRST 101-0000-42404 0 $53.67 $53.67 11/13/20 WEB6768 025255 CREDIT LENNAR HOMES OF ECON 100LF CALIFORNIA INC WALL/FENCE - FIRST 101-0000-42600 0 $67.08 $67.08 11/13/20 WEB6768 025255 CREDIT LENNAR HOMES OF ECON 100LF PC I I I I I I I I I CALIFORNIA INC Total Paid for BLOCK WALL 2019: $233.45 $233.45 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 11/13/20 WEB6768 025255 CREDIT LENNAR HOMES OF ECON CALIFORNIA INC Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: RECORDS 101-0000-42416 0 $10.00 $10.00 11/13/20 WEB6768 025255 CREDIT LENNAR HOMES OF ECON MANAGEMENT FEE CALIFORNIA INC Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 11/13/20 WEB6768 025255 CREDIT LENNAR HOMES OF ECON ENHANCEMENT FEE CALIFORNIA INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 ,• , SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE FOOTINGS AMOR 9/10/2021 9/10/2021 APPROVED Printed: Monday, April 17, 2023 8:18:04 AM 2 of 3 WsYsrEMS FINAL" KKI 11/18/2021 1 11/18/2021 APPROVED eTRAKiT Inspection Request 11/17/2021 3:36 PM LENNAR HOMES OF CALIFORNIA INC Contact Name: LENNAR HOMES OF CALIFORNIA INC Site Address: 81662 MERV GRIFFIN WY Phone:9497891600 e-Mail: carey.adams@lennar.com BOND INFORMATION Attachment Type CREATED OWNER ATTACHMENTS DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BWFE2020-0283 - SITE DOC 11/12/2020 DUANE CLAYTON SITE PLAN WITH WALL PLAN WITH WALL 1 DETAILS (APPROVED) DETAILS (APPROVED).pdf 1ST SUBMITTAL - SITE DOC 11/9/2020 EtrakitContractor PLAN WITH WALL HS 24.pdf 1 DETAILS Printed: Monday, April 17, 2023 8:18:04 AM 3 of 3 WsYsrEMS LEGEND PROPERTY LINE FIRE HYDRANT Block Wall S1.1, 1.2 - — — — — — — - PUBLIC UTILITY EASEMENT ® WATER METER Length 419 LF — - - - - — RIGHT-OF-WAY (R/W) $ SEWER LATERAL Height 6' WATER MAIN SEWER MAIN TW 485 33 TF 478,00 TW 485.33 TW 486.00 TF 478.00 TF 478.67 138 ft TOP — r 462.67 TF 476.00 TOE - CITY OF LA QUINTA N BUILDING DIVISION •55' REVIEWED FOR CODE COMPLIANCE DATE 11/12/2020 BY� C LOT 24 ft PLAN 5B o 13 81-662 MERV GRIFFIN WAY BWFE2020-0283 FF 477.27 ❑® PE 476.6 419LF OF 6' GARDEN WALL AT NORTH, WEST, AND EAST PROPERTY LINES [PROTO SPECIFICATIONS]. PRECISION CONCRETE BLOCK SHALL BE COVERED 2.67 WITH STUCCO, PAINT, OR TEXTURED COATING Tw 46 TF 476.0000 WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 8.6'I 2019 CALIFORNIA BUILDING CODES. 13' n.482.67 s TF 476.00 w C) L TW 482.6 p TW 482.067 TF 476.00 TW 482.67 476.6 N 92 ft 462.67 G 476.4 E F 475.33 —SMERV � — S � GRIFFIN WAy — S s A 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 m5acon5ultinginc.com LENNAR 980 MONTECITO DRIVE CORONA, CA 92879 (951) 817-3663 MINIMIZE 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 JULY 2020 TRACT NO. 32879 LOT AREA WALL PLAN - LOT 24 22,389 SF 81-662 MERV GRIFFIN WAY SCALE 1'=30' LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA 5'-0" MIN 8" MIN GONT TO DAYLIGHT FTG DESCRIPTION DATE 6'-8" PROTO-II 6" RlJ !i1 DING & SAFETY (SEPT. FOR COMYI RUCTION DATE EIY OF 2:1 SLOPE )DED DEPTH TO BOT OF CONT TRENCH FTG 0'-0" O' 10° PT ROD SPACING 6'-0" O.C. 4'-8" O.C. PRDJEDT: PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH TITLE: TYPICAL DETAILS ,.SZ PROTO-11TH WALL SYSTEMS ENG N E E R I N � 3612 CALIFORNIA AVE ATTN: MARIO SALAZAR ,EN AS, , N AVE., STE 120 LONG BEACH, CA 9080] PH# (662)j 477-8529 SNV 89129 ww57v"L21%6 msa6,632, fl, 7,4 ,870, 92-838-5311 U.S. PATENTED 5.]84,921, 8 fi,C31,i41, & ], IBBASB, 88,632,OCB. ]p56,8]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/`ISTD OOK IN CENTER OF TRENCH FTG. 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 R. 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: '7 0 o E, dF Fy CJ m * EXP. 6/'390'/'2'0 05-29-18 fj, CI V I � STD F of- CAo- T. SIII 05-29-18 DIP FTG DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FTG TO TOP OF SLOPE MIN DIP FTG DEPTH 1'-0" MIN 2'-4" 0'-3" TO 0'-W, FOOTING 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 FTG _ 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 MAX WALL MAX DIP PT ROD HEIGHT FOOTING SP INC 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 FTG _ 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 w. prolo2. corn msalazar protouxam ww LLS PATENTED 5.794 921, h 6,431,797, 6 7,139.453, A 6,1132.D18, 7,454.870, 6 7,4G1,4B7 J PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS 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 FTG 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. 6/3020 FBF CA��F�� 05-29-18