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BWFE2016-010278-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T-ihr °F IFQu&rw COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2016-0102 Property Address: 52560 AVENIDA HERRERA APN: 773294003 Application Description: SYNDA RESIDENCE / BLOCK WALL 100 LF Property Zoning: Application Valuation: $3,500.00 Applicant: DANTOR MARTINEZ CONSTRUCTION 81057 AVENIDA ROMERO INDIO, CA 92201 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 926128 l Late: -L'i- 2 ') (o C�ctor: aGa,�-Y1 ►� L 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 ($500).: ( 11, as owner of the. property, or my employees with wages as their sole compensation, will'do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( I I am exempt under Sec. . B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). -Lender's Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 4/29/2016 . DANTOR MARTINEZ COff$� 81057 AVENIDA ROMERO INDIO, CA 92201 z (760)775-4097 Llc. No.: 926128 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' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work 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: Carrier:_ Polity Number: _ 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: q ' ZA —1 � Applicant: 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, eaeh 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 :ity� enter up the J. above-mentioned property for inspection purposes. Date: 1 Signature (Applicant or Agent) DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID • PAID DATE' BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 4/29/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY DANTOR MARTINEZ CONSTRUCTION CASH R15155 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID. PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 4/29/16 PAID BY METHOD. RECEIPT # CHECK # CLTD BY DANTOR MARTINEZ CONSTRUCTION CASH R15155 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101=0000-42600 0 $60.91 $60.91 4/29/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY DANTOR MARTINEZ CONSTRUCTION CASH R151SS MFA Total Paid for FENCE OR FREESTANDING WALL: TOTALS:0• $108.77 $108.77 0• Description: SYNDA RESIDENCE / BLOCK WALL 100 LF Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: ISSUED Applied: 4/29/2016 MFA APPROVED Approved: 4/29/2016 MFA Parcel No: 773294003 Site Address: 52560 AVENIDA HERRERA LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block:.151 Lot: 21 Issued: 4/29/2016 MFA UNIT 16 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $3,500.00 Occupancy Type: Construction.Type: Expired: 10/26/2016 1 iFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 STATE Details: 100 LF OF BLOCK GARDEN WALL [CITY SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT DANTOR MARTINEZ CONSTRUCTION 81057 AVENIDA ROMERO INDIO CA 92201 CONTRACTOR DANTOR MARTINEZ CONSTRUCTION 81057 AVENIDA ROMERO INDIO CA 92201 OWNER SYNDA 52560 AVENIDA HERRERA LA QUINTA CA 92253 -F Printed: Friday, April 29, 2016 8:15:20 AM 1 of 2 SYSTfti1S DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS'SB1473 FEE 101-0000-20306 0 $1.00 $1.00 4/29/16 R15155 CASH DANTOR MARTINEZ MFA CONSTRUCTION Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $47.86 4/29/16 R15155 CASH DANTOR MARTINEZ MFA 100 LF -CONSTRUCTION WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $60.91 4/29/16 R15155 CASH DANTOR MARTINEZ MFA 100 LF PC CONSTRUCTION Total Paid for FENCE OR FREESTANDING WALL: $108.77 $108.77 TOTALS:0• i• .77 INSPECTIONS + BOND INFORMATION Printed: Friday, April 29, 2016 8:15:20 AM 2 of 2 VMVIYSTEMS N0� AtE ABBREVIATIONS oar. oamG PApP. cna9o9D R/w Rql 6 rM m mr R h161159MKE ANI �S'�PIAFL NA®1 FC RKN O`O, O CA COR01 UAE tl OWN[ FIOII m TOP w,OEN G iYl m nP u sIE11 w2u n � 9f wNl DP Ta r want eKx F9Nr R rW ar M W.W.NmSENO n SITE ADDRESS usseo AVENOA NERHDw �.5pp9194rA G 9225] ])]-294-00] LEGAL DESCRIPTION nNo121 o"O°GsfnrB10 cnu1EN AT VALE U dI 1 PER w8 16/99 ;END : --, Dmlmoron Z'. maa c IOIK lOf rAldA•A2N: ff BWA4 i ff )6.4i WRt6 495 ff ).91 SM Y BSi ua � DDIIG/j ALERT w m 1®r BA®B f]FBEAIir TILL FREE dOJ•]n.2690 'y°d` ...,......................,...� 4444.. . cu :m o Y va.d' I S -I \ �.K'1J I I It I O IL IN THE CITY OF IA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 0"I sIG & SAFETY DEPT. SITE PLAN FOR > P P V2 LOCK 1V OF UNIT NO.16 OF SANTA CARMELITA AT VALE LA QUINTA, PER MB 18/99 I OR CONSTRUCTION APN: 773-294-003 LOCATED WITHMI THE S 1/2 OF THE NE 1/4 OF SECTION 12, T6S. R6E. SB8M I NOTE: )ATEPUNS /� BY wu1N - OE DONE IN AOTORpwCE 1wrN 111E UTESi EDITION OF ME ETANI OF ME CITY OF U WMA AND ME LATEST m1bN OF ME STANDARD SPEIDFAITONS FOR PUBLIC wORNS CONSIRIICDON. __ gd I T.0 r NNI.i:.. d: ti EIS .�r'.vnN,r="u r I � ., rs:av:•n I �-4 51ER^. JY• ��1I��=��1.. - .�Mt•�-disk E'._ r[f1000 .•. w.. . rr 9 �s 52520, A':1ENIDA HETT'.r:RA 2. GRATING S BE IN /60R0/NCE wMw ENINME EERE°R D ACING REOU92ENENrs OF ,: I � RK GMFoa1u euwnc WDE. u1¢r mnO FF:: VA0.97 y n].2 L' ). FOR PROIECM LOCATED IN ME RC C REvoENN1) ZONE. EMM M C-0 - NOT anG"t,:1.3 Y, I ID -EXCECO whir Ts raGEssMx TO PR0.9pE Uu REOUWED DIT -GE TO ME SHEET. LCAT e2.-L(',(:K 151 n,w ,rn,D rNcr :Tr NO t6 !F Sn.NIA X6EI.I IA . M:a, iyµ.,F ,NAI ]N.E LA -N1. E 1 JY) i I " ••- •" Mo kF'RA,E oARAGE I 2�_Oi E°5 1 1r2 1Dr7 i FF=1002.27 TiwIb627f LOT 21, PAW 1OBLOCKL%K` .srtP TN 151 Wli N). BOF Ml.. ENANELIT NIM AT vA0 U OIIInA. AC 16/99 52560 AVENIDA lfFRERA 0 F 2�UTTfAt 1 I 1991.)] C 21+- � Ds LlI1C 1- J _ / iC 1901 1 FG(999.9) O.F MMCE D fG 999.0.3 RN•1.2' Rx•2.]' CONSIRUC] R ONGI 'S. PEA STRUCNRK EMGR•S. PVN. RETAw NDG1R - 1.2' TO 2J' DATUM POINT: MIS DATUM POINT AT TOP OF CURB AT ME CENTERUNE OF LOT IS THE DATUM POINT WHERE THE MEASUREMENT OF THE FINISH FLOOR WAS TAKEN, BEING 12- MIN. ABOVE THIS ELEVATION NOTE: ALL BLOCK WALL, WALL, STEM WALL, FENCES ARE PER SEPARATE PUN, UNDERNDER SEPARATE PERMIT. (TYPICAL) WORM 9 19 x' 29• .r SWE 1".1C 0 r� e \Mwlw:,g au�IIE°I ° n 01 9.%i 1 i 996.0) R t RN•I.B' OGTFs. PLAN. SEPAGrt PFZO01. NWNT vAR93 FIT.2& ta• ro 2.6• A SWALE SECTION ICAL) xOr ro w+E Ex.wOOD FENCE to REMNN NOTE: DRIVEWAY APPROACH REOUIRES A SEPARATE PERMIT & INSPECTION FROM CITY OF LA QUINTA PUBUC WORKS DEPARTMENT � ✓l eK- 1 sC 6,K �o 0 �� ctAldty+ %A,) 40%_ u 2'x 2� Lk v% V V Iak-S FOMOTORorc a u OMTA o2unrc o w rnvx, s .rt a raven SITE PLAN R E n0. SME ENGINEERING FDR LOT 21 OF f9pCK 151 OF UNIT 00.16 OF SANTA Of gfgyg5 OKy MiE: 12/12/14 225 S. CMG DPo9E. SURE 1-5 G104CUTA AT VALE U WNTA PER MB IB/99 "" N0. PMN SPRNGS. G 92262 15HI . FouoroR �.e vLs., (TITO) 323-1642 FAi (260) 323-1742 52560 AVENIDA HERRERq U•WIN7A CA 92253 (bSl. K PADOR DaI. LIR rQ..: 6m. N9D1 IqE � �n�:=: C®.Sd EaT some wNa f-tJ Tal. mmoK SIWONd ESar, PN9 ITO: rm [al>0✓IG4111 MIRi wlK ETD. 9MER MDDI G E_ _ _ [051. KNemIE f- Ol' G!/ WIE _. 619M R11D: 'W 6T N ®ODI w IOIK lOf rAldA•A2N: ff BWA4 i ff )6.4i WRt6 495 ff ).91 SM Y BSi ua � DDIIG/j ALERT w m 1®r BA®B f]FBEAIir TILL FREE dOJ•]n.2690 'y°d` ...,......................,...� 4444.. . cu :m o Y va.d' I S -I \ �.K'1J I I It I O IL IN THE CITY OF IA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 0"I sIG & SAFETY DEPT. SITE PLAN FOR > P P V2 LOCK 1V OF UNIT NO.16 OF SANTA CARMELITA AT VALE LA QUINTA, PER MB 18/99 I OR CONSTRUCTION APN: 773-294-003 LOCATED WITHMI THE S 1/2 OF THE NE 1/4 OF SECTION 12, T6S. R6E. SB8M I NOTE: )ATEPUNS /� BY wu1N - OE DONE IN AOTORpwCE 1wrN 111E UTESi EDITION OF ME ETANI OF ME CITY OF U WMA AND ME LATEST m1bN OF ME STANDARD SPEIDFAITONS FOR PUBLIC wORNS CONSIRIICDON. __ gd I T.0 r NNI.i:.. d: ti EIS .�r'.vnN,r="u r I � ., rs:av:•n I �-4 51ER^. JY• ��1I��=��1.. - .�Mt•�-disk E'._ r[f1000 .•. w.. . rr 9 �s 52520, A':1ENIDA HETT'.r:RA 2. GRATING S BE IN /60R0/NCE wMw ENINME EERE°R D ACING REOU92ENENrs OF ,: I � RK GMFoa1u euwnc WDE. u1¢r mnO FF:: VA0.97 y n].2 L' ). FOR PROIECM LOCATED IN ME RC C REvoENN1) ZONE. EMM M C-0 - NOT anG"t,:1.3 Y, I ID -EXCECO whir Ts raGEssMx TO PR0.9pE Uu REOUWED DIT -GE TO ME SHEET. LCAT e2.-L(',(:K 151 n,w ,rn,D rNcr :Tr NO t6 !F Sn.NIA X6EI.I IA . M:a, iyµ.,F ,NAI ]N.E LA -N1. E 1 JY) i I " ••- •" Mo kF'RA,E oARAGE I 2�_Oi E°5 1 1r2 1Dr7 i FF=1002.27 TiwIb627f LOT 21, PAW 1OBLOCKL%K` .srtP TN 151 Wli N). BOF Ml.. ENANELIT NIM AT vA0 U OIIInA. AC 16/99 52560 AVENIDA lfFRERA 0 F 2�UTTfAt 1 I 1991.)] C 21+- � Ds LlI1C 1- J _ / iC 1901 1 FG(999.9) O.F MMCE D fG 999.0.3 RN•1.2' Rx•2.]' CONSIRUC] R ONGI 'S. PEA STRUCNRK EMGR•S. PVN. RETAw NDG1R - 1.2' TO 2J' DATUM POINT: MIS DATUM POINT AT TOP OF CURB AT ME CENTERUNE OF LOT IS THE DATUM POINT WHERE THE MEASUREMENT OF THE FINISH FLOOR WAS TAKEN, BEING 12- MIN. ABOVE THIS ELEVATION NOTE: ALL BLOCK WALL, WALL, STEM WALL, FENCES ARE PER SEPARATE PUN, UNDERNDER SEPARATE PERMIT. (TYPICAL) WORM 9 19 x' 29• .r SWE 1".1C 0 r� e \Mwlw:,g au�IIE°I ° n 01 9.%i 1 i 996.0) R t RN•I.B' OGTFs. PLAN. SEPAGrt PFZO01. NWNT vAR93 FIT.2& ta• ro 2.6• A SWALE SECTION ICAL) xOr ro w+E Ex.wOOD FENCE to REMNN NOTE: DRIVEWAY APPROACH REOUIRES A SEPARATE PERMIT & INSPECTION FROM CITY OF LA QUINTA PUBUC WORKS DEPARTMENT � ✓l eK- 1 sC 6,K �o 0 �� ctAldty+ %A,) 40%_ u 2'x 2� Lk v% V V Iak-S FOMOTORorc a u OMTA o2unrc o w rnvx, s .rt a raven SITE PLAN R E n0. SME ENGINEERING FDR LOT 21 OF f9pCK 151 OF UNIT 00.16 OF SANTA Of gfgyg5 OKy MiE: 12/12/14 225 S. CMG DPo9E. SURE 1-5 G104CUTA AT VALE U WNTA PER MB IB/99 "" N0. PMN SPRNGS. G 92262 15HI . FouoroR �.e vLs., (TITO) 323-1642 FAi (260) 323-1742 52560 AVENIDA HERRERq U•WIN7A CA 92253 Bin # City of La Qu►nta Building 8T Safety Division ' , OL -78-495 Calle Tampico U La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # A KA Project Address:ve Z O J Owner's Name: vs cl 0. A. P. Number. Address: S 2— Legal Legal Description: City, ST, Zip: Contractor: N bV O�Y COY1 Telephone: on e. Address: 16 77 ydr,/(J_q W4Q Nn, --G Project Description: City, ST, Zip: 'ElNd► G Telephone: '76c' 70-2--67—Vvi ...................................................:. i' 16, r 2 State Lic. # : City Lie. #: Arch., Engr., Designer: Address: City., ST, Zip: hone: '. on lructi n Type: Occupancy: State Lica#• Projectr cle one • New Add'n r tYPa (circle Alter Re aii Demo Name of Contact Person: Sq. Ft.:#Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: 3 F d d APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Revicwed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 29d Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.[. 1i.0.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Scho6l1ces, Total Permit Fees FOC DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) ' = 30 PASSIVE SOIL BEARING (PSF) =1.50 COEFFICIENT C F 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 Riv ;.9, :. - r PHONE (760) 777-7125 FAX (760) 777-7011 E COUNTY CODE UNIFORMITY PROGRAM FREESTANDING BLOCK WALL 78-495 CALLC TAMPICO LA QUINTA, CAL117ORN1A 92253 /9/2014 60NIMUNm' DEVELOPMENT DEM] PAGE 2 01'2 FOOTING OPTION "All ..H„ HEIGHT FROM TOP OF FOOTING 12" 10" FOOTING OPTION "B" #4 HORIZONTAL REBAR �! (USE BOND BEAM BLOCK) VERTICAL REINFORCEMENT 3' 17" 6" OR 8" BLOCK 2 0"23" #4 @ 48" O.C. t4- H" #4 @ 48" O.C. #4 HORIZONTAL AT 32" MAX. O.C.HEIGHT .29" FROM TOP (USE BOND BEAM BLOCK) #4 @ 48" O.C. OF FOOTING SEE TABLE "A — FOR REBAR SIZE AND SPACING (LOCATE REDAR IN CENTER OF CO -0 REVERSE —1I I E= -Il l l DIRECTION OF WHOO" ON OTHER ER REBARY. (FOOTING WIDTH) SEE TABLE "A" SEE TABLE'.'B" FOR REBAR SIZE— AND SPACING (LOCATE REBAR .N CENTER OF CEU-) FINISH GRADE .. (1.) - #4 REBAR (2) - #4 REBAR CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. 0 BOTTOM F OF 5' MIN. 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. 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 INFORMATION' DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN. IS AT THE USERS RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. 10" 12" if— "W" (FOOTING WIDTH) SEE TABLE -B" 1k.N 3' "H • „W„ VERTICAL REINFORCEMENT 3' 17" #4 @ 48"O.C. 2 0"23" #4 @ 48" O.C. t4- #4 @ 48" O.C: #4 @ 48" O.C. 22" .29" #4 @ 24" O.C. SEE TABLE'.'B" FOR REBAR SIZE— AND SPACING (LOCATE REBAR .N CENTER OF CEU-) FINISH GRADE .. (1.) - #4 REBAR (2) - #4 REBAR CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. 0 BOTTOM F OF 5' MIN. 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. 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 INFORMATION' DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN. IS AT THE USERS RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. 10" 12" if— "W" (FOOTING WIDTH) SEE TABLE -B" 1k.N 3' } "H� ,W, VERTICAL REINFORCEMENT 3' 19" #4 @ 48" O.C: 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48" O.C. 6' 1 34" #4 @ 24" O.C. CHECK WITH THE.BUILDiNG.DEPARTMENT TO. VERIFY IFA..BUILDING PERMIT IS REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) FOOTIN_Q; 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 eefv UNNIIFORR�/M!I,TY PROGRAM at� 'J Q V � j � A G J J FREESTANDING BLOCK WALL 'EGFR OF 7Nw PHONC (760) 777-71.25 78-495 CALLr TAMPICO LA QUINTA, CALIFORNIA 92253 PAX. (760) 777-70J I tU/h/2o1� COMMUNfIY DLVEWPMENT DEPT. PAGE 1 0112