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BPOL2015-018178-495 CALLE TAMPICO (f,a v1/ 4 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT Applicant: CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE AVENUE NUEVO, CA 92567 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 Class: C53, B. C-8 License No.: 846843 Date: X . Z -t -1-,5,- Contract , C21==a Contractor: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 CRYSTAL BLUE POOLS 31166 ORANGE AVENI NUEVO, CA 92567 (951)906-2761 Llc. No.: 846843 Date: 8/21/2015 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensati, as provided for by Section 3700 of the Labor Code, for the performance of the for which this permit is issued. 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: OWNER -BUILDER DECLARATION ,'-BUILDING PERMIT I hereby affirm under penalty of perjury that I am exempt from the Contractor's State - I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' Application Number: BPOL2015-0181 Owner: Property Address: 53285 AVENIDA RUBIO GERARDO DELGADO APN: 774072013 2847 GUNDRY AVE Application Description: PETERSON / POOL SPA AND BLOCK WALLS LONG BEACH, CA 0 Property Zoning: Date: Applicant: Application Valuation: $25,000.00 permit subjects the applicant to a civil penalty of not more than five hundred dollars Applicant: CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE AVENUE NUEVO, CA 92567 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 Class: C53, B. C-8 License No.: 846843 Date: X . Z -t -1-,5,- Contract , C21==a Contractor: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 CRYSTAL BLUE POOLS 31166 ORANGE AVENI NUEVO, CA 92567 (951)906-2761 Llc. No.: 846843 Date: 8/21/2015 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensati, as provided for by Section 3700 of the Labor Code, for the performance of the for which this permit is issued. 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: OWNER -BUILDER DECLARATION Carrier: Policy Number: _ I hereby affirm under penalty of perjury that I am exempt from the Contractor's State - I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, and agree that, if I should become subject to the • any structure, prior to its issuance, also requires the.applicant for the permit to file a workers' compensation provisions of Section 3700 of the Labor Code, I Aiall forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. 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 Date: Applicant: 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, ($500).: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO (� 1, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. 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 APPLICANT ACKNOWLEDGEMENT are not intended or offered for sale. If, however, the building or improvement is sold IMPORTANT: Application is hereby made to the Building Official for a permit subject to within one year of completion, the owner -builder will have the burden of proving that the conditions and restrictions set forth on this application. he or she did not build or improve for the purpose of sale.). 1. Each person upon whose behalf this application is made, each person at whose (1 I, as owner of the property, am exclusively contracting with licensed contractors request and for whose benefit work is performed under or pursuant to any permit to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' issued as a result of this application, the owner, and the applicant, each agrees to, and State License Law does not apply to an owner of property who builds or improves shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to employees for any act or omission related to the work being performed under or the Contractors' State License Law.). following issuance of this permit. (� I am exempt under Sec. B.&P.C. for this reason 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. 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 Address: 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. n n . A 19 Date: 0,� Signature (Applicant or Agent): FINANCIAL INFORMATION DESCRIPTION ";.ACCOUNT. : ' ' ;;QTY ; '_"'AMOUNT', if PAID,' PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID rr CHECK # +:,• CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 ,» »DESCRIPTION ';ACCOUNT, AMOUNT =': t f; PAID -PAID DATE WALL/FENCE - EA ADDITIONAL SO LF 101-0000-42404 0 $87.00 $0.00 -PAID BY • :. METHOD :«, s , 4 yRECEIPT # CHECK #' CLTD BY,,, DESCRIPTION "'. :: ;n' °ACCOUNT'- '- sQTY AMOUNT, '., PAID ; PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY 'tr*� METHOD"' "z, ` ^RECEIPT# x ``'''. CHECK#t t` CLTD BY i�ESCRIP_TION i d� ACCOUNTQTY;, a AMOUNT b ' .;, PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 • $60.91 $0.00 By.rL.. _ :#z y r� CHECK # CLTD BY., Total Paid forFENCE OR FREESTANDING WALL- $195.77 $0.00 :DESCRIPTION }°z, ' :Y 4 ^;;ACCOUNT AMOUNT,..' r, PAID K PAID DATE SWIMMING POOL/SPA 101-0000-42404 0 $181.29 $0.00 PAID BY, _ , r� �� ;' METHOD =�RECEIP.T # .� `� „ .' '� `� CHECK # -' _`• CLTD BY, ,�. DESCRIRTION 'w z g,> F FrACCOUNT a QTY' ": AMOUNT <' ..4i PAID u*' PAID,DATE: SWIMMING POOL/SPA PC 101-0000-42600 0 $98.62 $0.00 , u. �4. 'REC4PAID'BY+" EPT CHECK # CLTD BY Total Paid for POOL/ SPA: $279.91 $0.00 DESCRIPTION F• I;,r ACCOUNT i' QTY. AMOUNT PAID { PAID DATE RET WALL <=12 - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 RAID BY 4{�±t- :: METHOD_ ¢ r ', ` ,'3'.RECEIPT #� , CHECK # ° » CLTD By. Y DESCRIPTION T, Y`n* r°: x" ,¢ , ;ACCOLINT.. r` QTY '"., r AMOUNT:. .PAID.:PAID DATE RET WALL <=12 - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 .,PAID BY % RECEIPT.#$r " CHECK # CLTD BY Total Paid for RETAINING WALL-) $108.77 $0.00 TOTALS:•- Description: PETERSON / POOL SPA AND BLOCK WALLS Type: POOL Subtype:._ Status: UNDER REVIEW Applied: 8/21/2015 SKH ._ Approved: Parcel No: 774072013 Site Address: 53285 AVENIDA RUBIO LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 184 Lot: 2 Issued: UNIT 18 Lot Sq Ft: 0 Building Sq Ft: 0 _ Zoning: Finaled: Valuation: $25,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: POOL, SPA, AND 93 LF OF 5'/6' COMBO WALL SOUTH PL [24LF CITY AND 69LF ANGELUS SPECIFICATIONS], 266 LF OF 5'/6' BLOCK WALI NORTH, EAST, WEST [CITY STANDARD] PER APPROVED PLAN. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. ADDITIONAL SITES - CHRONOLOGY Printed: Friday, August 21, 2015 10:37:47 AM 1 of 3 SYSTEMS X t DESCRIPTION `•'ACCOUNT - �.qTY AMOUNT PAID -,-PAID '3DATE, RECEIPT•# "CHECK# METHOD:t ?;; .PAID BY;; RBy. BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $87.00 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF - WALL/FENCE -FIRST 101-0000-42600 0' $60.91 $0.00 100 LF PC - Total Paid for FENCE OR FREESTANDING WALL- $195.77 $0.00 SWIMMING POOL/SPA 101-0000-42404 0 $181.29 $0.00 SWIMMING POOL/SPA 101-0000-42600 0 $98.62 $0.00 PC Total Paid for POOL/ SPA: $279.91 .$0.00 RET WALL <=12 - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF , RET WALL <=12 - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for RETAINING WALL- $108.77 $0.00 TOTALS:i0 PARENT PROJECTS Printed: Friday, August 21, 2015 10:37:47 AM 2 of 3 SYSTEMS 77 ;REVIEW TYPE, • REVIEWER SENT DATE, - •DUE DATEd a "DATE z" -STATUS : E REMARKS '. :`=t NOTES'.^, Y ° ... _ _.. _. r _ NON-STRUCTURAL - BUILDING 8/21/2015 8/28/2015 1 WK BUCKET „ .,, . ,,, „• ,.,:.,, . . , . . .,, .,, ..., .. Rf.1Nl'1 INFf'1RMATInN ATTACH 11/� � I'V`iS Printed: Friday, August 21, 2015 10:37:47 AM 3 of 3 CRFWSYSTEMS Bin # City of La Quinta Building & Safety Division . P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit. Application and Tracking Sheet Permit # Project Address: Owner's Name: ({� p A. P. Number: Address: Legal Description: City, ST, Zip: Contractor:s'>:t 5 Telephone: Address: LL loA—L. ProjectDescription: erg W1—e A�z— City, ST, Zip: Dd Ii -03 Lj V�LI 5 (iJ 1 V" t� ` Telephone: o P r :::City State Lic. # : Lic. #.lr-e�a (-4,L C V1VkFSt-V Arch., Engr., Designer: Address: ( Z O (� , 1 1 V City, ST, Zip: AdJ2� Telephone: 7 0 —Construction TY Pe: Occupancy: J : State Lic. #: Pr J ect hPa (circle one): New Add'n Alter Repair Demo Name of Contact Person: �� q 11:+, S Ft.: #Stories: + # Units: Telephone # of Contact Person: 1915 ', O(1. " 2Estimated Value of Project: 00-0 APPLICANT: DO NOT WRITE BELOW THIS LINE. 9 Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood.'plain plan Plans resubmitted Mechanical Grading plan f 2". Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN IiOUSE:- 3" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees NO 6'. High Wall Heel -in Footir BLOCK CQ.INC. Risk Wl IfN ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6"I8 DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC OPTIONAL WALL CAP— 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE — 30pcf NO SURCHARGE 6. MASONRY COMPRESSIVE STRENGTH, Pm • 1500psi, SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION, 1704.2, EXCEPTION 2, 'U' OCCUPANCY. -'4 7. USER TO VERIFY AP.PUCABIUTY' OF THE DEFINED DESIGN CRITERIA FOR THE #6 STD. LADDER .TYPE PROJECT SPECIFIC SITE. (#5 STD FOR SLUMP.STOI NOTES: JOINT'REINF,• AT. TOP CC AT FIRST COURSE, AND 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FENCE GRADE 60. PROVIDE SPLICES '(LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS U.O.N. 6" WIDE (NOM.) CMU 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD—DRAWN STEEL w/ t4 VERT. REINF. ®24 c.c. (16" LONG CML WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. ® CTR OF WALL 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 6 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 `OOPsI. A OTS o i (� S l 7. , IRST 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'—O"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. 8. 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 GROUT CELLS w/ REINF. 2' to 4' Retaining i '0FETY DEP'T, FORCONSTII !C1'-IOt� #4 HORIZ. 024"o., ® 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. ® 12"o.c. i� CONT. CONC. FTG, CONC. KEY LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt, 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. 0.1t J ANDERSON DESIGN GROUP Structural Engineering Building Design . 228 East Badillo Street • Covina . CA . 91723-2115 (626) 938-1595 • FacsImIle (626) 938-0485 eng,nO ng ex 116n Slnce 1957" 'H' + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION 1 < i0 OPTIONAL CHAMFER BACKFILL— WELL GRADED, CLEAN SANDS OR GRAVEL OR COMBINATION USC= GW,GP OR SW,SP OUTSIDE FACE OF BLOCK TO 4 OF VERT E) -'4 Irin W o_ N 3" C R. 12" 12" 11 .4 8' MIN. DATE SIGNED 6-25-14 S-1.6LQ #6255 -, BLOCK CO., INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ENO OF WALL x nh," 5x HF. 8' High Max. Site Wall C a 100mph Risk Category I 6' Wide CMU 5 I('`' i n� .... Y �.� 'T. B o X X RETURN TYP.• SxHF 5 xHF - 5xHFI TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES:. A'';),& O: rnrei WAI I i cur•-na TYPICAL REINFORCED WALL STEM TYPES ELEVATION , WALL TYPES o:& , ANDERSON DESIGN GROUP. 'Structural Engineering Building Design` 228 East Baolllo Street • Covina • CA • 91723-2115 (626) 938.1595 Facsimlle (626) 938-0485 'enpineerinp excellence since �95�- A:P:-r N.ED.5-21-14 S-2.OLQ #6255 FOOTING OPTION "A" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) I 6" OR 8" BLOCK ..H„ HEIGHT FROM TOP OF FOOTING 12" 10„ FOOTING OPTION " B" #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) SEE TABLE "A" — FOR REBAR SIZE AND SPACING (LOCATE. REBAR IN CENTER OF CELL) REVERSE=IIIaIIII DIRECTION OF W" HOOK ON EVERY (FI OOTING WIDTH) .� OTHER REBAR SEE TABLE "A" SEE TABLE "B" FOR REBAR SIZE— AND SPACING (LOCATE REBAR IN CENTER OF CELL) FINISH GRADE (1) - #4 REBAR -CONTINUOUS (2) - #4 REBAR CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. a. 0 SOTTOM as OF g' MIN. FOOTING NOTES: 1) THIS DESIGN DOES NO_T, 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 WATERCOURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL ISN ...... OT DESIGNED FOR ALL CELLS TO BE GROUTED. ........ 5) ALL REBAR TO BE ASTM SPEC. A615; 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 INFORMATJON' DISCLAIM__ER: 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. Iii- ..W" ((FOOTING WIDTH) SEE TABLE "B'• ..H„ HEIGHT FROM TOP OF FOOTING 10., 12f1 12" „H„ „ W VERTICAL REINFORCEMENT . 3' 17" #4 @ 48" O.C. 4' 20" #4 @ 48" O.C. 5' 23" #4 @ 48" O.C. 6' 1 29" #4 @ 24" O.C. SEE TABLE "B" FOR REBAR SIZE— AND SPACING (LOCATE REBAR IN CENTER OF CELL) FINISH GRADE (1) - #4 REBAR -CONTINUOUS (2) - #4 REBAR CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. a. 0 SOTTOM as OF g' MIN. FOOTING NOTES: 1) THIS DESIGN DOES NO_T, 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 WATERCOURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL ISN ...... OT DESIGNED FOR ALL CELLS TO BE GROUTED. ........ 5) ALL REBAR TO BE ASTM SPEC. A615; 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 INFORMATJON' DISCLAIM__ER: 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. Iii- ..W" ((FOOTING WIDTH) SEE TABLE "B'• ..H„ HEIGHT FROM TOP OF FOOTING 10., 12f1 12" CHECK._WITH,._THEBUILDiN.G D_EPARTMENTTO VERIFY, I_F,A,_BUILDING:PERMIT.,IS.,REQUIRED, WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) EQ(QTIN-G; 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 �-' FREESTANDING BLOCK WALL v ae T� r• PHONE (760) 777-71.25 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 PAX (760) 777-701 1 10/9/2014 1 COMMUNnY DpvELOrMEr 2 H„ .W„ VERTICAL REINFORCEMENT 3' 19" #4 @'48" O.C. 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48" O.C. 6' 3Z77-1 #4 @ 24" O.C. CHECK._WITH,._THEBUILDiN.G D_EPARTMENTTO VERIFY, I_F,A,_BUILDING:PERMIT.,IS.,REQUIRED, WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) EQ(QTIN-G; 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 �-' FREESTANDING BLOCK WALL v ae T� r• PHONE (760) 777-71.25 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 PAX (760) 777-701 1 10/9/2014 1 COMMUNnY DpvELOrMEr 2 FOC DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSF) =150 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 WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM CV D FREESTANDING BLOCK WALL �Fb OFIA, PHONE (760) 777-7125 78-495 CALLG TAMPICO LA QUINTA, CALIFORNIA 92253 PAX (760) 777-7011 10/9/4014 COMLIUNI' Y DEVELOF'AfENT DIiF'1'. PACE 2 Or• 2 FOOTING OPTION "A" FINISH GRADE • —III h1111 I RETAINED I EARTH'! 2MAX 3•' MAX—) 12" 16" —_� 4" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) #4 VERTICAL REBAR AT 24" MAX. SPACING (REBAR IN CENTER OF CELL) #4 HORIZONTAL REBAR CONTINUOUS AT 32" MAX. ABOVE TOP OF RETAINING WALL (USE BOND BEAM BLOCK) NON -RETAINING PORTION OF WALL — 8" BLOCK (GROUT ONLY CELISW_„IT_Fi_�EBAR) (2)-#4 HORIZONTAL REBARS AT TOP OF RETAINING WALL (USE BOND BEAM BLOCK) RETAINING PORTION OF WALL 8” BLOCK (SOLID GROUT_ALL CELL$) OMIT HEAD JOINTS FOR DRAINAGE (FIRST COURSE. ONLY) (3)-#4 HORIZONTAL REBARS 4" #4 REBAR AT 24" SPACING NWITH 6" MIN. HOOKS AT ENDS FOR OP`nON'5-1 THE,FOLLOWING_ ,INSPECTIONS.ARE REQUIRED:. 1).EQQTING; 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. NOTES: 1) FENCE HEIGHTS ARE REGULATED – CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 3) ALL REBAR TO BE ASTM SPEC. A615. GRADE 40 MINIMUM. 4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 5) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 6) NOT DESIGNED FOR SURCHARGE LOADS FROM -VEHICLES OR STRUCTURES.' . ,, D_1SCLAlMER 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. FOOTING OPTION "B" FINISH GRADE I�m EARTH 6` MAX 3" MAX. 2' MAX 4" ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. BOTTOM OF S' MIN. FOOTING 'SEE PAGE 2 FOR ADDITIONAL INFORMATION` REBAR PLACEMENT ILLUSTRATION (SEEPAGE 1 FOR SPECIFIC REQUIREMENTS) ---- --- (TYPICAL). FOR THE RETAINING PORTION OF WALL ALL CELLS TO BE GROUTED (TYPICAL) FOR NON -RETAINING PORTION OF WALL ONLY'CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (USE GROUT STOP MESH AS APPROPRIATE) FOOTING _O_PTION.. A DESIGN PARAMETERS: ACTIVE SOIL- PRESSURE (PSF) =30 ' PASSIVE SOIL BEARING (PSF) =150 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 FOOTIN:G._O_PTI.O_N. B --e (TYPICAL) ALL REBAR SPLICES 24" MIN. OVERLAP (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM, OF 3" CONCRETE COVER. AT FOOTINGS WESTERN RIVERSIDE COUNTY CODE UNIFOORRrMI,TY PROGRAM W C&.,, ot F ti BLOCK WALL ATOP 2' RETAINING WALL PHONE (760) 777-7125 78-495 CAIAr TAMPICO LA QUINTA, CALIFORNIA 92253 FAX (760) 777-701.1, 10/9/2614 COAIT1UTfIY UFJVELOI'AtEKf UEI'T. PAGE 201' 2 0 vo, N114, m . .. .......... ... . .rte LU111111 po" 41 W ON I ,`E PLO conformance EWED tural details -— Tdd L. Lacher, R.C.E. 67656 Pool Engineering, Inc. uall t8 ,e , "ecedence ovor w1uh site plan. N� C1 OF BUILIJING & SAFETY DEUINTA PT. APPROVED FOR CONS UCTION DATE