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BWFE2014-100278-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2014-1002 Property Address: 44330 FOXTAIL CIR CIR APN: 604081054 Application Description: 53 LN FT X 6 FT HT 2 COLU Property Zoning: Application Valuation: Applicant: Twit 4 4Q9&rw COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/1/2014 Owner: MICHELLE RAMRIEZ 44-330 FOXTAIL CIR 92253 An JUL 0 120 r 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: LICENSE CLASSIFICATION License No.: L Date: — y Contractor: 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 alleg� 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.). (_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 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: (760)404-7045 Llc. No.: 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:_ Policy 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. 2 Dia 'e: 1— � � , '1 Applicant: i WARNING: FAILURE TO SECURE WORKERS' COMPENSATIOC ERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIE ND 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 Agent): Contractor: LAQUINTA SANCHOS LANDSCAPE CE DEPT. 38-700 RANCHO LAS CERRITOS INDIO, CA 92203 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: LICENSE CLASSIFICATION License No.: L Date: — y Contractor: 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 alleg� 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.). (_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 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: (760)404-7045 Llc. No.: 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:_ Policy 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. 2 Dia 'e: 1— � � , '1 Applicant: i WARNING: FAILURE TO SECURE WORKERS' COMPENSATIOC ERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIE ND 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 Agent): 7/1/2014 ... ...... ......_---......... _..... ..__.............. ._......._._...__._._....._._.._---.._._.. PERMIT NOBWFE2014-1002 .......-.._...................... ........... ...... .............. .... ............._........ _....... : Building Permit ........................................................ i2 of 2 43` Find I Next tea View.Report FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 7/1/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY SANCHOS LANDSCAPE DEBIT R237 P1U 0 TotaWaid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF *NONE* 0 $47.19 $47.19 7/1/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY SANCHOS LANDSCAPE DEBIT R236 P1U DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE WALL/FENCE- FIRST 1001F PC *NONE* 0 $60.06 $60.06 7/1/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY SANCHOS LANDSCAPE DEBIT R236 P1U O Total Paid for FENCE OR FREESTANDING WALL: $107.25 $107.25 TOTALS: $108.25 $108.25 http://laquinta.crw.conVtraWt9/DocumentViewer.aspx?&report=/Documents/PERMITS/Building%2OPern it&ACTIVITYNO=BWFE2014-1002&group=PERMIT&... 1/1 Permit Number: BWFE2014-1002 Applied: 7/1/2014 Issued: Status: SUBMITTED Parent Permit: Parent Project: Details: Approved: Finaled: Description: 53 LN FT X 6 FT HT 2 COLUMNS ORCO Site Address: 44330 FOXTAIL CIR CIR City, State Zip Code: LA QUINTA, CA 92253 Applicant: <NONE> Owner: MICHELLE RAMRIEZ Contractor: SANCHOS LANDSCAPE 53 LN FT X 6 FT HT (2) COLUMNS PER APPROVED PLANS AND ORCO STANDARDS. 2013CBC Printed: Tuesday, 01 July, 2014 1 of 1 SYSTEMS LIST OF REVIEWS SENT DATE RETURNED DUE DATE DATE TYPE CONTACT STATUS REMARKS Review Group: AUTO 7/1/2014 7/11/2014 STRUCTURAL BUILDING BUCKET Notes: 7/1/2014 7/6/2014 NON-STRUCTURAL BUILDING BUCKET Notes: Printed: Tuesday, 01 July, 2014 1 of 1 SYSTEMS Bin # City of La Quinta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quints,CA 92253 - (760) 777-7012. Building Permit Application and Tracking. Sheet Permit # Project Address: ,Ks Owner's Name: A. P. Number: Address: Legal. Description: City, ST, Zip: Contractor: �O��C�o 5 � Telephone: � �` :1..:::.. Tlh ::.>,..•;;;;;}< Address: - 3%'J b iD `� �S '�� Project Description: city, ST, Zip: '��a� ���� v���. G` G, Telephone: YV � j:i�::::{.;r:-.v':.'.i•i:ii: F �i:;:S��fi:'�}:iE�i<i.::�Nr: {Y� State Lic. # : City Lie. k Arch., Engr., Designer: Address: `` _ City, ST, Zip. - Telephone: :-:s�o:::r:�:::;r.:yr.-r:::i:4:$S'�F�::+.:�;:�'•''.; j.,: .,Yky}'i.•vsliv>'.'i'S."v.� {'yv'?;{: fv -'.•- '•`u "`><" " '" <''" "'^ `'^' ^<`^ Construction Type: �i�Qc.��•,V P �': State Lic. # Project type (circle one): ew Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: - Estimated Value of Project: -sv� APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACIUNG PERMIT FEES. Plan Sets PIan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted - Mechanical Grading plan 2°" Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`" Review, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees .r Total Permit Fees r . ^a Ali -1 TIM MALLIS P.E. ORCO BLOCK CO RIVERSIDE, CA. Title 6'8" 16" pilaster 0.24w seismic . Page: Job # :...New... Dsgnr:. Date: MAR 18,2011 Description.... 6'-8" high 16" sq. pilaster for 0.24:w seismic This Wall in File: CADocuments and SettingslTMALLIS1My I Retain Pro 9 ©1989 - 2011 Ver: 9.27 8171 Registration#:.RP-1194015 RP9.27 Cantilevered Retaining Wall Design Code: CBC 2010 Criteria 1,956 psf O Retained Height = 0.33 ft Wall height above soil = 6.33 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 4.00 in Water height over heel = 0.0 It Surcharge Loads 1,956 psf O Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 2,739 psf Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Sliding Calcs (Vertical Component NOT Used) Wall Stability Ratios 164.4 lbs Overturning = 1.93 OK Sliding = 2.94 OK Total Bearing Load = 1,418 lbs ...resultant ecc. = 6.20 in Soil Pressure @ Toe = 1,956 psf O Soil Pressure @ Heel = 0 psf O Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,739 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 7.2 psi O Footing Sheat @ Heel = 0.8 psi O Allowable = 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 164.4 lbs less 100% Passive Force = - 58.3 lbs less 100% Friction Force = - 425.3 lbs Soil Data 0.0 lbs OK Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psf/ft - Toe Active Pressure = 45.0 psf/ft- Passive Pressure = 150.0 psf/ft Soil Density, Heel = 115.00 pcf 5011 Uensity, I oe = 115.00 p< FootingIlSoil Friction = 0.300 Soil height to ignore for passive pressure = 12.00 in K K K K 0.0 lbs OK Thumbnail Lateral Load Applied to Stem Adjacent Footing Load 0.0 lbs OK Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs ...Height to Top = 0.00 ft Footing Width = 0.00 ft .:.Height to Bottom = 0.00 ft Eccentricity = 0.00 in The above lateral load Wall to Ftg CL Dist = 0.00 ft has been increased 1.00 Footing Type by a factor of S b$' f off,. a., � � q Base Above/Below Soil - - 0.0 ft on ExposetStem = 26.0 psf ` at Back of Wall Short Term Factor ` Poisson's Ratio 0.300 / I s Gib b�J Stem Construction Top Stem 15.60 Dead Load Stem OK Masonry Block Type Design Height Above Ftc ft = 0.00 Live Load Wall Material Above ."Ht. = Masonry Thickness = 16.00 1.600 Rebar Size = # 4 ASD Rebar Spacing = 16.00 Concrete Data fc Rebar Placed at = Edge Seismic, E Design Data psi - fb/FB + fa/Fa - 0.118 Total Force @ Section lbs = 164.5 Moment.... Actual ft-# = 575.2 Moment..... Allowable = 4,880.5 Shear..... Actual psi = 1.1 Shear..... Allowable 'psi = 51.6 Wall Weight = 164.0 Rebar Depth 'd' in= 13.00 LAP SPLICE IF ABOVE in= 24.00 LAP SPLICE IF BELOW in= HOOK EMBED INTO FTG in = ' 8.40 Lap splice above base reduced by stress ratio Added Force Req'd = 0.0 lbs OK Masonry Data ....for 1,5: 1 Stability = 0.0 lbs OK fm psi = 1,500 Fs psi = 24,000 Solid Grouting = Yes Modular .Ratio 'n' = 21.48 Load Factors Short Term Factor = 1.333 Building Code CBC 2010 Equiv. Solid Thick. in= 15.60 Dead Load 1.200 Masonry Block Type = Normal Weight Live Load 1.600 Earth, H 1.600 Masonry Design Method = ASD Wind, W 1.600 Concrete Data fc = Seismic, E 1.000 psi Fy psi = C7 ui CE31925 Exp. 92/391 % Crv' 111 6,-8" to 8 -8►► HIGH ORCO 161► SQ. PILASTER FOR 85 MPH EXPOSURE C WIND DESIGN CRITERIA: PER THE 2010 CBC 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS 4. REINFORCING STEEL : GRADE 60. 5. SEISMIC -70% ONE SEG ACCELERATION. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. OPTIONAL CAP —o 16816 O� 16616 PILASTER CMU — OLID GROUTED. SEE DIAGRAM BELOW (2) #4 VERJ DROP—IN (2) ,f4 DO LS W/ 24" EXTENSION INTO CMU. 2 `v 1 FOOTING WIDTH 'W CITY OF LA QUINTA BUILDING & SAFETY DEPT A P P R' a V E D FOR CONSTRUCTION DATE my NOTES.' 1. CONCRETE BLOCK SHALL CONFORM TO AS7M C 90. ORCO SID. PRECISION, SPLIT FAC . SLUMPED, OR WEDGQOIX BLOCKMAYBE USED 2 CONCRETE FOR F0077NG SHALL BE 1 PART CEMEVT TO 1-112 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACC PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE V. Fc = 2500 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOC( CELL IN WHIG IT IS LOCA7ED. S. CONCRETE BLOC( SHALL BE LAYED IN A RUNNING BOND PAT7IRN WITH VERTICAL CONTINUITY OF 7HE CF/ / C UNO. 6. ALL BLOC( C31 CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. Z USE OBP TYPES MORTAR PROPORTIONED USING A57M C 270. 1 PART CEMENT TOW PART LIME TO 4-1/2 PAR75 DAMP, LOOSE SAND. B. GROUT FOR CONCRETE BLOC( PER ASTM C 476 TO BE I PART CDNENT TO 3 PARTS SAND (GROUT MAY CONTAIN 1 PARTS 318- P54 GRAVEL IF WEATHER CONDIITONSARE FAVORABLE AND BLOC( UNOBSTRUCTED CELL SIZE 15 SUFF7CIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCEGOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS 9. SLOCK57EMMAYBE WET-SETT-1/1'INTO THE F0077NG WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. la FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED F7LL WITH MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BE AFTER F0077NG TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOC( WALL IS READY TO GROUT. 12 PROVIDE EkTANSION/CON771OL JOINT ON EACH ADE OF PILASTER WHERE INTERSECTING BLOCK WAELS CXX]/R. #4 HORZ 'W' 6- LONG 0 12" O/C EACH WAY SQ, FOOTING WIDTH 'W' 6'-8" 7'-4" 8'-8" 2'-0" 2'-3" 2'-9" 16816 PILASTER CMU — SOLID GROUTED LIE (2) #4 VER77CAL — AS SHOWN ac ~ CJ1825 N * � 11—J1-2014 ,k s�'r C V �` OF CAL�FO I ORCO STANDARD 6' TO 8' CMU SITE WALLS OPTIONAL HAT GAP DESIGN CRITERIA: PER THE 2010 CYC 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. GROUTSTRENGTH =1000 PSI @ 28 DAYS 4. REINFORCING STEEL : GRADE 60. 5. 15W PSI MASONRYCOMPRESSION STRENGTH - NO SPC. INSPECTION 6816, 6616, OR 6618 C'NU GROUTED ONLY @ VERT NOTES: STEEL 1. CONCRETE BLOCX SHALL CONFORM TO ASTM C 90. WE-DGELOCK BLOCK SLUMP BLOCK AND SPLITFACEBLOCCARE ACCEPTABLE #4 HORZ CONT Il. FIRST INSPEMON TO BEAFIER FOOTING TRENCNESARE READY FOR CONCRETEAND ALL REQUIRED STEEL LS TIED IN PLACE SECOND INSPE 77ON TO BE WHEN THE REQUIRED VERTICAL LS IN PLACE AND THE BLOCK WALL IS READY 70 GROUT 12. MAXIMUM CONTROL JOINT SPACING. 40' O/C 20' O/C FOR WALLS TO BE MORTAR WASHED OR STUCCO COATED. 'W CONT. FOOTING SEE CHART FOR REQUIRED REBAR AND F0077NG DIMENSIONS. CITY OF LA QUINTA BUILDING & SAFETY DEPT. A P�OvED FOR CONSTRUCTION DATE BY 2 5A7' MIN. CLEAR O91 OPM REQUIRED TO USE 6616 SLUMPED EMU. 0 ORCO WIDE CELL SLUMP QRpFESSIO i ` m ~ C51925N A * EXP. 12-31-2014 f OF CA��Fo 'Y' DROP-IN BAR Z CONCRETE FOR F007ING SHAM BE 1 PART CEMENT TO 2-412 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH MAXIMUM OF 1-1/2 GALLONS OF WATER PER S4C7C PORTLAND CEMENT SHALL CONFORM a TO ASTM C ISO TYPE HIV, Fc = 2500 PST #6 STD JOINT RE7NFORCEMENT @24-01C 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO 2 (3 PLACES - 4 PLACES FOR 7' ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. & 8' WALLS). USE #S STD. cic e FOR SLUMP BLOCK 4. RE9M SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN U WHIC H IT IS LOCATED. W h 5. CONCRETE BLOCK SHALL BELAYED INA RUNNING BOND NOTE: PROVIDE #4 DOWEL & x PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. #4 DROP-IN B4R AT EACH SIDE OF CONTROL JOINTS 6. ALL BLOCK CEL15 CONTAINING VERTICAL REB4R SHALL BE SOLID ENDS OF WALLS AND @ WALL GROUTED. Q HEIGHT al4NGE S O1 Z USE TYPES MORTAR PROPORTIONED USING ASTM C270 PART CEMENT TO 1/1 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PART'S 3/8" x' DOWEL @ CENTER OF PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK CAfu UNOBSTRUCTED CELL SIZE IS SUMO ZENT TO ALLOW GOOD GROUT FLOWJ. WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE C ONSTTUENTS. EQUAL EQUAL 9. BLOCKSIEM MAYBE WET -SET 1-1/2° INTO THE F0077NG WHILE F LEVEL GRADE BOTH SIDES THE CONCRETE IS PLASTIC BLOCK STEM MAYBE PLACED TO :r EITHER EDGE OF THE TRENCH TYPE F0077NG. —_ 10. M077NG MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM _ COMPACTION OF 90%. #4 HORZ CONT Il. FIRST INSPEMON TO BEAFIER FOOTING TRENCNESARE READY FOR CONCRETEAND ALL REQUIRED STEEL LS TIED IN PLACE SECOND INSPE 77ON TO BE WHEN THE REQUIRED VERTICAL LS IN PLACE AND THE BLOCK WALL IS READY 70 GROUT 12. MAXIMUM CONTROL JOINT SPACING. 40' O/C 20' O/C FOR WALLS TO BE MORTAR WASHED OR STUCCO COATED. 'W CONT. FOOTING SEE CHART FOR REQUIRED REBAR AND F0077NG DIMENSIONS. CITY OF LA QUINTA BUILDING & SAFETY DEPT. A P�OvED FOR CONSTRUCTION DATE BY 2 5A7' MIN. CLEAR O91 OPM REQUIRED TO USE 6616 SLUMPED EMU. 0 ORCO WIDE CELL SLUMP QRpFESSIO i ` m ~ C51925N A * EXP. 12-31-2014 f OF CA��Fo CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING WIND MAX..SWI DESIGN WALL PREAD 'X' DOWEL 'Y' BAR SPEED HEIGHT FOO TING WIDTH #4 @ 48" 0/C ' 33" #4 @ 48" 0/C U U 6'-0" I1-9" 48.0/C FOR 6'— - 48' 0/C FOR 6' W8" SLUMP BLOCK. _ O'i V SLUMP BLOCK. N CL ►� w #4 @ 48" 0/C 33" #4 @ 48" 0/C Q 6'-8" I' -II" 40' O/C FOR 6' 40' O/C FOR 6' Q Z Lu SLUMP BLOCK. —� SLUMP BLOCK. Lu _ ( #4 @ 40" 0/C 33 #4 @" 0/C CL 7'-4" - 32' 0/C FOR 6' 32' 0/C FOR 6' N =) SLUMP BLOCK. I O" -- 10 BLOCK. U!7 °O #4 @ 32" 0/C - 33" #4 @ 32" O/C 8'-0" 2'-4" 24' 0/C FOR 6' 24' O/C FOR 6' SLUMP BLOCK. I2" 12" — —� SLUMP BLOCK. NOTE: FOR 18" LONG BLOCK USE 9" INCREMENT REBAR SPACING THAT IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE.' 48"01C SPACING FOR 16" LONG BLOCK REVER75 TO 45"01C FOR 18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" 0/C FOR 18" BLOCK - ET I @ E4CH SIDE OF VT W1 #4 DROP-IN 64R. OW'BLOCK-OUT n n /fes( FOR SIDEYARD RETURN WALLS WHERE DR4IN4CESWALEOOaIR5,A 112 &00r MAYL&7OUT @ SWALEGRADE. PROVIDE 04 DOWEL AND 04 DROP-IN MR ON EAOY ADE OF THE 1,2 BLOUCOMAN -AS SHOWN. CANT. F0077NG � I CITY OF LA QUINTA maxwui w/Remmac �eevn�ac "HAZ mVl.O nFAiREI=- MDMExf u°wmMoVrw r �Ams= 0 p 0 2 v p ° ° pjffl I' E v. •p o•0 ° • D i J' niavt ¢wr.oevnw•mwmerr sm u°� m �nnw raaw "mv mo. �wtwu.ma ov mown®mi I'-0' FOOTING STEP DETAIL QROFE -70 h m rn C31925 * Exp. 12-31-2014 547. C / V F 0F F CA��