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BWFE2021-0163Permit Details City of La Quinta Description: MCDONOUGH / 4OLF OF 6' GARDEN WALL Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: FINALED APPROVED Applied: 6/14/2021 ECON Approved: 6/16/2021 AHI Issued: 7/7/2021 AHI Finaled: 7/26/2021 KKI Expired: Parcel No: 774245008 Site Address: 54400 AVENIDA VALLEJO LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 290 Lot: 17 UNIT 26 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Valuation: $3,500.00 Occupancy Type: Construction Type: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 4OLF OF 6' HIGH GARDEN WALL AT FRONT YARD. [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 21 Applied to Approved Approved to Issued Issued to Finaled 19 ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PUBLIC COUNTER VISIT AARON HICKSON 7/7/2021 7/7/2021 HOME OWNER PAID FEES CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT GRAND MARK LANDSCAPE INC dba GRAND MARK DESERT SERVICES 75855 RAMON ROAD THOUSAND PALMS CA 92276 (760)409-7879 ELVISGML@GMAIL.CO M CONTRACTOR GRAND MARK LANDSCAPE INC dba GRAND MARK DESERT SERVICES 75855 RAMON ROAD THOUSAND PALMS CA 92276 (760)409-7879 ELVISGML@GMAIL.CO M OWNER MICHELE MCDONOUGH 54400 AVENIDA VALLEJO LA QUINTA CA 92210 (760)409-7879 FINANCIAL INFORMATION Printed: Tuesday, October 10, 2023 5:06:58 PM 1 of 3 CRWSYSTEMS Permit Details City of La Quinta DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD ■ ■ PAID BY CLTD BY WALL/FENCE FIRST 100LF 101-0000-42404 0 $53.67 $53.67 7/7/21 R65930 089971 CREDIT CARD MICHELE MCDONOUGH AHI WALL/FENCE FIRST 100LF PC 101-0000-42600 0 $67.08 $67.08 7/7/21 R65930 089971 CREDIT CARD MICHELE MCDONOUGH AHI Total Paid for BLOCK WALL 2019: $120.75 $120.75 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 7/7/21 R65930 089971 CREDIT CARD MICHELE MCDONOUGH AHI Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 7/7/21 R65930 089971 CREDIT CARD MICHELE MCDONOUGH AHI Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 I $5.00 7/7/21 R65930 089971 CREDIT CARD MICHELE MCDONOUGH AHI Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $136.75 i $136.75 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FOOTINGS KKI 7/9/2021 7/9/2021 APPROVED BOND BEAM KKI 7/19/2021 7/19/2021 APPROVED FINAL** KKI 7/26/2021 7/26/2021 APPROVED • REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE I RE DUAR EED STATUS REMARKS NOTES iiM Printed: Tuesday, October 10, 2023 5:06:58 PM 2 of 3 CRWSYSTEMS Permit Details City of La Quinta PERMIT NUMBER BWFE2021-0163 1ST BLDG NS - ETRAKIT (1 DAY) AARON6/14/2021 6/15/2021 6/16/2021 APPROVED HICKSON PROCESSED PER HUB MANAGER AIL 11. ALA BOND INFORMATION ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/16/2021 AARON HICKSON GARDEN WALL.pdf GARDEN WALL.pdf 1 DOC 6/16/2021 AARON HICKSON (APPROVED) 54400 AVE VALLEJO.pdf (APPROVED) 54400 AVE VALLEJO.pdf 1 DOC 6/14/2021 EtrakitContractor 40' X 6' TAN BLOCK STANDARD Michele Landscape 2.pdf 1 IMAGE 7/19/2021 KIRK KIRKLAND 07192021_103022_AM.J PG 07192021_103022_AM.J PG 0 IMAGE 7/19/2021 KIRK KIRKLAND 07192021_102811_AM.J PG 07192021_102811_AM.J PG 0 Printed: Tuesday, October 10, 2023 5:06:58 PM 3 of 3 CRWSYSTEMS FOOTING OPTION "A" FOOTING OPTION "B" HEIGHT FROM TOP OF FOOTING • #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) 6" OR 8" BLOCK #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) SEE TABLE "A" FOR REBAR SIZE AND SPACING (LOCATE RE[MR IN CENTER Or C[:I.I„) 12" 1`0' J T REVERSE DIRECTION OF HOOK ON EVERY OTHER RE:BAR .=llll�lll "W"_10 I (FOOTING WIDTH) SEE TABLE "A" E-II11 TABLE "A" VERTICAL REINFORCEMENT 3' 17" #4 @ 48" O.C. 4' 20" #4 @ 48" O.C. 5' 23" #4 @ 48" O.C. 6' 29" #4 @ 24" O.C. SEE TABLE "B" FOR REBAR SIZE ANDSPACING (l.00;A'rE RI'.1:iAR IN CI::Nrr::R OF CI:"Lu.) FINISH GRADE (1) • #4 REBAR ONTINUOUS (2) - #4 REBAR CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. Bo'rr OM 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. A6 1 5, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION" DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. 5' MIN. 1111 Ill—IIIf— I I. - „H„ HEIGHT FROM TOP OF FOOTING II111111 lII�III — „W„ !(FOOTING WIDTH) SEE TABLE "B" 14"1 L TABLE "B" „H„ „W„ VERTICAL REINFORCEMENT 3' 19" #4 @ 48" O.C. 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48" O.C. 6' 34" #4 @ 24" O.C. CHECK WITH THE BUILDING DEPARTMENT TO VERIFY IF_A BUILDING PERMIT IS REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT; 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. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM Tilit 4vQu14L FREESTANDING BLOCK WALL PHONE (760) 777-7125 FAX (760) 777-7011 78-995 CALLE TAMPICO LA QLIINTA, CALIFORNlA 92253 W/9/2014 !COMMUNITY DEVELOPMENT DEPT] PAGE 1 OP REBAR, PLACEMENT ILLUSTRATION (TYPICAL) ALL REBAR SPLICES 24" MIN. OVERLAP FOOTING OPTION A DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) = 30 PASSIVE SOIL BEARING (PSF) = 1 50 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 OPTION B ■ (TYPICAL) ONLY CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (Do NOT SOLID GROUT ENTIRE WALL - USE GROUT STOP MESH AS APPROPRIATE) (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 3" CONCRETE COVER AT FOOTINGS WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM e,tit of44tilita FREESTANDING BLOCK WALL PHONE (760) 777-7125 78-195 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 10/9/2014 [COMMUNITY DEVELOPMENT DI2'P.[ PAGE 2 OF 2 y w ( fete r ;: / 12' FROM FACE OF' CURB 1 57iiketz6e.. cmz s/3/2/ BWFE2021-0163 / 54400 AVE VALLEJO CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 6/16/2021 BY /4A'I ii 4OLF OF 6' HIGH GARDEN WALL AT FRONT YARD. [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. f°4/(a)lk°1Dr,Ser'°07 Q;Likoldir; raktC .Frorv, ctmr 6 o4 cS�ree-� 4.3 (�a(! 07-19-202110:2813 AM GPS X. 33.653259 Y. -116.310620