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BWFE2022-0124Permit Details City of La Quinta Description: CORONEL INC/260LF OF 6' GARDEN WALLS AT P/L Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: ISSUED APPROVED Applied: 4/2/2022 ECON Approved: 6/8/2022 JAN Issued: 6/10/2022 DCL Finaled: Expired: 6/10/2023 DCL Parcel No: 773114001 Site Address: 51620 AVENIDA JUAREZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 24 Lot: 8 UNIT 2 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Valuation: $12,000.00 Occupancy Type: Construction Type: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: CORONEL INC/260LF OF 6' GARDEN WALLS AT NORTH, WEST AND SOUTH PROPERTY LINES.[CITY STANDARD] 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. 2019 CALIFORNIA BUILDING CODES. Process Summary Applied to Approved Approved to Issued ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL JULIO ANAYA 4/21/2022 4/21/2022 EMAILED APPLICANT REQUIRED CORRECTIONS CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT CORONEL HOMES & DESIGN INC 42760 MADIO STREET INDIO CA 92201 (176)077-5234 ISH@CORONELENT.CO M CONTRACTOR CORONEL HOMES & DESIGN 42760 MADIO STREET INDIO CA 92201 (176)077-5234 ish@coronelhd.com OWNER CORONEL HOMES 42760 MADIO STREET INDIO CA 92201 (176)077-5234 ISH@CORONELENT.CO M FINANCIAL INFORMATION Printed: Monday, April 24, 2023 10:13:49 AM 1 of 5 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quinta BWFE2022-0124 jii DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY WALL/FENCE EA ADDITIONAL SOLF 101-0000-42404 0 $66.68 $66.68 6/10/22 WEB12129 637606680 40 CREDIT 1077054 ECON WALL/FENCE FIRST 100LF 101-0000-42404 0 $55.58 $55.58 6/10/22 WEB12129 637606680 40 CREDIT 1077054 ECON WALL/FENCE FIRST 100LF PC 101-0000-42600 0 $69.47 $69.47 6/10/22 WEB12129 637606680 40 CREDIT 1077054 ECON Total Paid for BLOCK WALL 2021: $191.73 $191.73 BSAS 5B1473 FEE 101-0000-20306 0 $1.00 $1.00 6/10/22 WEB12129 637E�006680 CREDIT 1077054 ECON Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 6/10/22 WEB12129 637606680 40 CREDIT 1077054 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502 0000 43611 I 0 I $5.00 I $5.00 6/10/22 WEB12129 637606680 40 CREDIT 1077054 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $208.73 $208.73 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES BOND BEAM BLD eTRAKiT Inspection Request 9/7/2022 2:01 PM CORONEL HOMES & DESIGN INC Contact Name: CORONEL HOMES & DESIGN INC Site Address: 51620 AVENIDA JUAREZ Phone: 7607751234 e-Mail: ish@coronelhd.com Printed: Monday, April 24, 2023 10:13:49 AM 2 of 5 CRWSYSTE S Permit Details City of La Quinta Jl PERMIT NUMBER BWFE2022-0124 FOOTINGS BBL 7/15/2022 7/15/2022 PARTIALLY APPROVED Footings are approved. Front, Driveway, Radius. BOND BEAM BBL 7/20/2022 7/20/2022 PARTIALLY APPROVED Ladders at bond beans approve to top of wall. Front, Driveway, Radius. FOOTINGS BBL 7/26/2022 7/26/2022 DISAPPROVE D eTRAKiT Inspection Request 7/25/2022 3:45 PM CORONEL HOMES & DESIGN INC Contact Name: CORONEL HOMES & DESIGN INC Site Address: 51620 AVENIDA JUAREZ Phone: 7607751234 e-Mail: ish@coronelhd.com NO INSPECTION AT TIME OF INSPECTION DUE TO REQUIREMENT OF NEIGHBOR APPROVAL FOR SPREAD FOOTING. CONTRACTOR HAS BEEN CONTACTED. FOOTINGS BBL 8/1/2022 8/1/2022 APPROVED eTRAKiT Inspection Request 7/29/2022 2:46 PM CORONEL HOMES & DESIGN INC Contact Name: CORONEL HOMES & DESIGN INC Site Address: 51620 AVENIDA JUAREZ Phone: 7607751234 e-Mail: ish@coronelhd.com Printed: Monday, April 24, 2023 10:13:49 AM 3 of 5 CRWSYSTE S Permit Details City of La Quinta FOOTINGS BBL 8/1/2022 8/1/2022 APPROVED eTRAKiT Inspection Request Footing between properties for retaining wall is approvedFooting between property line is being installed for a retaining wall with keyway. Form board has been installed between property to keep wall on permit side of property.Contractor relocating pipe that went through a portion of the footing, currently moving at time of inspection. BOND BEAM BBL 8/30/2022 8/30/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 8/29/2022 3:34 PM CORONEL HOMES & DESIGN INC Contact Name: CORONEL HOMES & DESIGN INC Site Address: 51620 AVENIDA JUAREZ Phone: 7607751234 e-Mail: ish@coronelhd.com First bond at separation wall between neighbors is approved. BOND BEAM BBL 9/8/2022 9/8/2022 DISAPPROVE D eTRAKiT Inspection Request 9/7/2022 2:30 PM CORONEL HOMES & DESIGN INC Contact Name: CORONEL HOMES & DESIGN INC Site Address: 51620 AVENIDA JUAREZ Phone: 7607751234 e-Mail: ish@coronelhd.com Provide a ladder for wall inspection. Printed: Monday, April 24, 2023 10:13:49 AM 4 of 5 CRWSYSTE S Permit Details City of La Quinta BOND BEAM BBL 9/9/2022 9/9/2022 APPROVED eTRAKiT Inspection Request 9/8/2022 2:12 PM CORONEL HOMES & DESIGN INC Contact Name: CORONEL HOMES & DESIGN INC Site Address: 51620 AVENIDA JUAREZ Phone: 7607751234 e-Mail: ish@coronelhd.com Top of bond approved. PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE RETURNED STATUS REMARKS NOTES 1ST BLDG NS - ETRAKIT (1 DAY) 2ND BLDG NS — ETRAKIT (1 DAY) JULIO ANAYA JULIO ANAYA 4/2/2022 5/27/2022 4/4/2022 5/27/2022 4/21/2022 6/8/2022 REVISIONS REQUIRED APPROVED SHOW ON SITE PLAN REQUIRED SETBACKS BOND INFORMATION ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/2/2022 Etrakit Contractor 1ST SUBMITTAL SITE PLAN 51620 JUAREZ, WALLS.pdf 1 DOC 4/22/2022 Etrakit Contractor 2ND SUBMITTAL SITE PLAN 51620 juarez_1.pdf 1 DOC 6/8/2022 JULIO ANAYA SITE PLAN (APPROVED) BWFE2022-0124 - SITE PLAN (APPROVED).pdf 1 DOC 6/8/2022 JULIO ANAYA WALL DETAIL 3 - 8 Foot Max Site Wall - Trench Footing S- 1.2.pdf 1 Printed: Monday, April 24, 2023 10:13:49 AM 5 of 5 CRWSYSTE S BLOCK CO., INC. Since 1946 CI lY OF LAQU N TA BJ LEI N GO VI 9 GN REVI EYED FOR CCCE CCIRu a1 CE A a.,4 0211v12021 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2019 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = 0psf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, Pm = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE 8. THIS DESIGN IS BASED ON SEISMIC PARAMETERS AS FOLLOWS: Ss • •2.14g SITE SPECIFIC PARAMETERS ARE TO BE INVESTIGATED PRIOR TO COMMENCEMENT OF WORK. FOR Ss GREATER THAN WHAT IS SHOWN, THIS DESIGN SHALL REQUIRE FURTHER ENGINEERING. NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi @ 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. NO SUBSTITUTIONS. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC., CONFORMING TO ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. NO SUBSTITUTIONS. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. 7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c., OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK -OUT DETAILS SEE DETAIL SHEET S-5.1. This detail is designed exclusively for Angelus Block Co., Inc. concrete masonry units and E-Z Mix Inc. products as specified herein. No substitutions allowed. WIND LOAD CONVERSION TABLE V 100 110 120 130 Vasil 78 85 93 101 V = BASIC DESIGN WIND SPEEDS Vasd = ALLOWABLE STRESS DESIGN WIND SPEED GSE GHANIM STRUCTURAL ENGINEERING 1594 CASITAS AVE., PASADENA, CA 91103 T: 323.494.3208 • www.ghanimSE.com 6' to 8' High Site Wall Trench Footing C o 100/110/120/130mph (ult) Risk Category I 6' Wide CMU OPTIONAL WALL CAP #6 STD. LADDER TYPE (#5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE @ CTR. OF WALL DWLS. TO MATCH VERT. REINF. LAP 24" MIN. F.G. / / 98 / / / / LG SETBACK WET -SET FIRST COURSE 2-#4 CONT. CONT. CONC. FTG. MASONRY FENCE WALL SCHEDULE DESIGN WIND 'H' MAX. EXP / m•h 'X' BARS 'D' MIN. C @ 110 #4@48"o.c. 3'-2" C @ 120 #4( 48"o.c. C @ 130 #4@40"o.c. 3'-2" C @ 100 #4@32"o.c. C @ 110 #4@32"o.c. 3'-7" C @ 120 #4@32"o.c. C @ 130 #4@32"o.c. C @ 100 #4@24"o.c. 3'-10" C @ 110 #4@24"o.c. 3'-10" C @ 120 #4@24"o.c. 3'-10" C @ 130 #4©24"o.c. 3'-10" C © 100 #4@24"o.c. 4'-2" C @ 110 #4@24"o.c. 8'-0„ @ 120 #4@24"o.c. 4'-2" 130 DESIGN IS ADEQUATE FOR 21 MIN. SLOPE WITH NO SETBACK _ z 2 MIN. 1 PER SCHEDULE DATE SIGNED 3-2-2020 S-1.2 #20-056 z PER SCHEDULE