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BWFE2020-000278-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type/Subtype: Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: AEE MASONRY INC 78650 AVENUE 42 #816 BERMUDA DUNES, CA 92203 Tw�t �f lwQ�rw DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT WALL/FENCE/CITY STANDARD/PRE-APPROVED BWFE2020-0002 52910 AVENIDA VALLEJO 773324008 VALLEY COVE, LLC. / 193LF OF 6' GARDEN AND RETAINING WALLS VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/3/2020 Owner: MARLENE BRIDGES - VALLEY COVE, LLC. 52910 AVENIDA VALLEJO LA QUINTA, CA 92253 $18,000.00 Contractor: n AEE MASONRY INC JAN 03 ��� f1 78650 AVENUE 42 #816 t3 BERMUDA DUNES, CA 92203 CITY OP LPo QUINTPo (7-0417 DESIGN & DEVELOPMENT DEPARTMENT LI cONo91 020483 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License tClass: C29 License No.: 1020483({/ Date: f L�rZL� Contractor: ■ f �1 JU /V ` " r 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 Name: Lender's Add WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one ofthe following declarations: I 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 t� k for which this permit is issued. 1 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: fALLSLAKE FIRE AND CASUALTY COMPANY Policy Number: FLA010438 _ 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. } Date: ` 0-�o Applicant: oy Ky 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 building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. _ Date: {� Signature (Applicant or Agen�}: 4 _ Date: 1/3/2020 Application Number: BWFE2020-0002 Owner: Property Address: 52910 AVENIDA VALLEJO MARLENE BRIDGES - VALLEY COVE, LLC. APN: 773324008 52910 AVENIDA VALLEJO Application Description VALLEY COVE, LLC. / 193LF OF 6' GARDEN AND RETAINING WALLS LA QUINTA, CA 92253 Property Zoning: Application Valuation: $18,000.00 Applicant: AEE MASONRY INC 78650 AVENUE 42 #816 BERMUDA DUNES, CA 92203 Contractor: AEE MASONRY INC 78650 AVENUE 42 #816 BERMUDA DUNES, CA 92203 (760)391-0417 Llc. No.: 1020483 Detail: 64LF OF 6' GARDEN WALL WITH 129LF OF 6' RETAINING WALLS AT NORTH, EAST AND SOUTH PROPERTY LINES. [ANGELUS 5-1.0LQ, 5-1.21-0, AND 5-1.51-01, SPECIFICATIONS] 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 CITY AMOUNT RETAINING/COMBINATION WALL EA 50LF 101-0000-42400 0 $48.30 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - EA ADDITIONAL 501-F 101-0000-42404 0 $32.20 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 10OLF 101-0000-42404 0 $53.67 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 10OLF PC 101-0000-42600 0 $67.08 Total Paid for BLOCK WALL 2019: $201.25 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Project Address: 5a C/ f 0 �j i 1 Ile', Vr�t ' J APN #: Applicant Name: f4t /L1950Y1rY Address: gR65—L7 4ve k� oyi 6 City, ST, Zip:L�t„7P �� - - �-s Ire cna Telephone: ` 6U q C Cj �L Email: o'3 PERMIT # FJW rr ew2-o" aoo2— PLAN LOCATION: Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech P l i t o - :: e titre o v aQ. ke157 rwUU-1 Valuation of Project $ f 2 , Ocic) Contractor Name: j C�ryr New SFD Construction: Address: 63-0 j,. - Conditioned Space SF City, St, Zip 2r/h✓� C o Garage SF Telephone: Go •3 �e2��` O Y/ ? Patio/Porch SF Email: ee— v7r Fire Sprinklers SF State Lie: ��� City Bus Lie: /U,;0 rd3 Property Owner's Name: Moirjex! Address: 4)1 U e_ V o City, ST, Zip Telephone: Y New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 , t 5 J, (3 �- () 3W FEZ-02.0 - 066 2 c rrY ►nor i" `Utr � ! _. r , d %g— , LEFT 51CIS ON 9-vt6) Cbm90 WALL jrl'6"Pt L6f 4rh BY 2=0rf'i IDqH RTW, ),Ei HT 5(D SOUTH) CO!P��2.w �c 39`: a F- LFAPc4 P-1 HF16TH R-r,w . H WALL DA! ToR ll r s. Fr�,Q1 5tnE- (wtS'C_1C'tAR;D� WALE 8'e F� LEaV-rat y 6'q P7 MFi4Ttl 1 zCl a+ z RTOJ �WtCZozo2 S Z 9 j o 4VD. VALLEso Is- Is7- SITE SURREY Q ui N 00°03'08" E 710.06' _> AVENIDA VALLEJO C) 0 0 0 0 �6 0 0 00 L0 00 .. WA SITE EXHIBIT DRAWN DATE BRIDGES SB SJV lO/23f1P 52910AVENIDA VAUEJO LA QUUYTA, CA APPROVED DATE APN 7MV4-Mil SCALE SHEET PROXCrAf9. 1.a16' 1OF IWO 50.00' 0 18 0 0 c z 0 h Z 0 16 32 50.00' _ MAP NOTES: N 00°03'08" E © IN=ATESSET NAILBTAG STAMPED PLS 6500, FLUSH INDICATES FD. MON PER MB 18199 + VAN 5LARV&yINC,, INC. n J. Van g:S6 SLIYKYk�i' 1�R i1Wit * * C orrovW, CA g 93 �WJ� G]firFIGCs ('��C) ���ti�4� a - Fib:�?vr�lejt,vsr��:.t BLOCK CO., INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, I'm = 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. 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. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 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 11ED 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. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE MASONRY FENCE WALL SCHEDULE 'H' MAX. X' BARS 16' LONG CMU 18' LONG CMU 'B' MIN. 6 -0 4048"o.c. 4054 o.c. 1'-1I 6'-8" #4040"o.c. 4045"o.c. 2'-1" 7'-4" 4032"o.c. I #4036"o.c. 1 2'-3" 8'-0'" 4024"o.c. I #4@2-7'o.c. 2'-6" GHL INC. ARCHITECTURE , ENGINEERING 228 East Badillo Street li Covina, CA 91723 T: 626.938.1595 F: 626.93BL485 _ www ghl ae�com 6' to 8' High Site Wail Concentric Spread Footing C o 110mph cult.) Risk Category I 6' Wide CMU OPTIONAL WALL CAP - STD. LADDE #5 STO FOR S JOINT REINF. A AT FIRST COUR 6" WIDE (NOM.) GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE ® - CTR. OF WALL DWLS. TO MATC VERT. REINF. L/ 24" MIN. I .e. WET -SET FIRST COURSE 2-#4 CONT CONT. CONC. F1 ALT. BENDS - CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: ADATE: 09/21/2018 rLM 31.r1CUULC pROFESSIO�� N G •f 7 N0. 85 81 m �c EXP. 9-30-20 -1 C / V F OF C AG�F DATE SIGNED 9-10-18 S-1.OLQ #16-077 j D J C n e L A BLOCK CQ. INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE — 30pef 6. MASONRY COMPRESSIVE STRENGTH, fm = 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. 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 = 2500psL ® 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. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000ps1. 7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. B. 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. MASONRY FENCE WALL SCHEDULE 'H' MAX. 'X' V LONG CMU BARS 18" LONG CMU 'D' MIN. 6'-0" #4048"o.c. 4®54"o.c. 2'--4 6"-8" 4®40"o.c. #4®45"o.c. 2'-7" 7'-4" 4032"o.c. 4036"ox. 2'-8" 8'-0" 4024"o.c. 4027"o.c. 1 2'-10" WALL DESIGN IS ADEQUATE FOR 2:1 MIN. SLOPE WITH NO SETBACK. GHL INC. ARCHITEC:IURE ENGINEERING y286Ya[ Bacilla SI lree[ Co CA 91723 T: 626 938 1595 F. G26.938 0485 _ www.s3hlne.com 6' to 8' High Site Wall Trench Footing OPTIONAL N STO. LAI 0 STD FO JOINT REINF AT FIRST Cf 6" WIDE (N[ GROUT CELL w/ REINF. 'X' BARS PE SCHEDULE C CTR. OF WAi OWLS. TO M. VERT. REINF 24" MIN. F.G. WET —SET FIF COURSE 2—#4 CONT. CONT. CONC. CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: A. 6 & _DATE: 09/21/2018 C o 110mph (uit) Risk Category I 6" Wide CMU CONT.. TO DAYLIGHT ' ESSIa C�{ ND' 8568i �[ EXP. 9-30-20 7f il �T (, / v OF C A~u1F 4 DATE SIGNED 9-10-18 S-1.2LQ #16-077 D 0 1.1 n e L B*40.,INC. ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION — 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, fm = 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. 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. 12. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL f 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. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 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. B. 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 R ADY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLA;E. 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. 13, DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE MASONRY FENCE RETAINING WALL SCHEDULE H. 'X BARS 16" LONG CMU 'Y BARS 16" LONG CMU B' MIN. C' MIN. 2 —0" 4032 o.c. 4048 o.c. 2'-4 0 —3" 2'-8" 4032"o.c. 4048"o.c. 2'-4" 0'-6" 3'-4" 4032"o.c. 4048"o.c. 2'-6" 0'-9" 4032"ox. 4048"o.c. 2'-10" 1'-2" GHL INC. ARCHITECTURE - ENGINEERING 228 East Badillo Street C-i-, CA 9172- T: 626 938 1595 F: 626.938 049S _ w ghl-ae com 6' High Wall 2' to 4' Retaining Toe -out Footing C ® 110mph iulta Risk Category I 60/80 Wide CMU OPTIONAL WALL CAP STD. LADDER TYPE #5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE,-_ AT FIRST COURSE, AND 24"o.c. AT FENCE 6" WIDE (NOM,) CMU w/ 'Y' BARS PER SCHEDULE 0 CTR. - OF WALL. GROUT CELLS w/ REINF. #4 HORIZ. 024"o.c. ® RETAINING 4"0 SDR 35 PERF. PIPE w/ 1c.f. 3/4" GRAVEL WRAPPED IN MIRAFI 140N FILTER FABRIC — SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8" WIDE (NOM.) CMU FULLY GROUTED _ 'X' BARS PER SCHEDULE, LAP 24" MIN. F. G WET —SET FIRST _ COURSE #4 CONT. #4 CONT. 0 12"o.c. — CONT. CONC. FTG. CONC. KEY 12" I 12" B' MIN. LOADING PER SCHEDULE 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: A. DATE: 09/21/2018 'H' + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION O x I Q io 2 OPTIONAL CHAMFER BACKFILL— WELL GRADED, CLEAN SANDS OR GRAVEL OR COMBINATION USC= GW,GP OR SW,SP 24" OUTSIDE FACE �1 OF BLOCK TO D 4 OF VERT w a 3" CLR TYP. #4016"o.c. STAGGERED w/ STEM BAR FOR TYPE 'A' WALLS RETAINING S-4" & 4'-0" P�QFESSIO '�_"I_ue- NO` 85681 % # EXP. 9-30-20 OF Co,vg� DATE SIGNED 9-10-18 S-1.5LQ #16-077