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Home My WebLink About13-0164 (BLCK)P.O. IibX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-0.0000164 Property Address: 54277 AVENIDA DIAZ APN: 774-233-014-2 -000000- Application description: WALL/FENCE Property Zoning: COVE RESIDENTIAL Application valuation: 1445 Applicant: Architect or Engineer: ------------------------- LICENSED CON I hereby affirm under penalty of perjury that I am licensed Section 70001 of Division 3 of the Business and Professio License Class: C29 - lJ -./ 414 " VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 2/12/13 Owner: KNALL CHRISTIAN Contractor: AA MASONRY 77530 DELAWARE PL PALM DESERT, CA 92211 (760)360-7388 Lic. No.: 804168 ------------------------------------------------------------------ RATION WORKER'S COMPENSATION DECLARATION isions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided • 804168 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 :CLA ATION insurance carrier and policy number are: I hereby affirm under penalty of perjKry that I m exempt from the Contrac is State License Law for the following reason (Sec. 7031.5, Business and fessions Code: Any city or ounty that requires a permit to construct, alter, improve, demolish, or repair any cture, prior to its issuan e, also requires the applicant for the permit to file a signed statement that he or she is licen ursuant to the pr isions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of 3 of th 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.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct thFof 7044, Business and Professions Code: The Contractors' State License Law does not apply tproperty who builds or improves thereon, and who contracts for the projects with a contractpursuant to the Contractors' State License Law.).I am exempt under Sec. , B.&P.C. for this reason n __ Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the work for which this permit is issued (Sec. 3097, Civ. C.)• Lender's Name: _ Lender's Address: LQPERMIT Carrier MARKET INS Policy Number MWC003483801 I certify that, in the performance of the work for which this permit is issued, 111 all not employ any person in any manner so as to become subject to the workers' compen n laws of California, and agree that, if I should become subject to the workers' c..pe on provisions of Section 3700 of the Labor Code, I shall fo it comply with th visions. Date• pplicant: WARL- O SECURE WORK S' COMPENSATI .COVERAGE UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND VIL FINES UP TO E HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST 0 OMPENSATION, DAM ES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, A ATTORNEY'S FEES. APPUCA4LT ACKNOWLEDGEMENT - IM ORTANT Application is hereby made to the Director yj)ping and Safety for a pe t subject to the y ditions 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 autho iie representatives of this c�ount/y/tQ1entteer upon the above-mentioned property for inspection rposes. Date�J'/� Signature (Applicant or Agent): ' Application Number 13-00000164 Permit . . . WALL/FENCE PERMIT Additional desc . Permit Fee . . . . 35.00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 1445 Expiration Date 8/11/13 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 2.0000 HND BLDG 501-2,000 20.00 ---------------------------------------------------------------------------- Special Notes and Comments PERIMETER BLOCK WALLS PER "ORCO" STANDARDS. #1 WEST WALL- 50 LF X 6FT HEIGHT; #2 SOUTH WALL- 43 LIN FT X 6FT HEIGHT; 77 LF COMBO RET. 16" TO 24" RET. W/ 6FT HGT GARDEN WALL. 2010 CODES ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 a Fee summary Charged Paid Credited Due Permit Fee Total 35.00 .00 .00 35.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1.00 .00 .00 1.00 Grand Total 36.00 .00 .00. 36.00 LQPERMIT BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 02/12/2013 ISSUED DATE: Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Wall / Fence 54277 AVENIDA DIAZ BLCK-13-164 $1,445.00 Owner:KNALL CHRISTIAN Applicant: Contractor:AA MASONRY 77530 DELAWARE PL Declaration / Acknowledgement PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors’ State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors’ State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors’ State License Law does not apply to an owner of property who, through employees’ or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors’ State License Law. As an Owner-Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner-builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS’ COMPENSATION DECLARATION (1, 2 or 3) 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. 1) Has and will maintain a certificate of consent to self-insure for workers’ compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. 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. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 7/24/26 2:27 pm Page 1 of 3 Permit Type: Permit Number: Property Address: Wall / Fence BLCK-13-164 54277 AVENIDA DIAZ BUILDING PERMIT PERMITER BLOCK WALLS Use of Permit Construction Details NoPlanning Only Review - (BLDG fees are removed) Valuation Details Type Group Sq Ft Value Financial Information Fee AmountFee Amount PaidInvoice No. PERMIT-BLCK-13-164 $35.00 PERMIT FEES $35.00 $1.00 BLDG STDS ADMIN (SB1473)$1.00 $36.00 $36.00 Total for Invoice PERMIT-BLCK-13-164 Grand Total for Permit $36.00 $36.00 Workflow / Inspections Workflow Step / Action Name Action Type Start Date End Date Inspections v.1 02/12/2013 0:00 WALL/FENCE - FINAL v.1 Inspection WALL/FENCE - BOND BEAM v.2 Inspection WALL/FENCE - BOND BEAM v.1 Inspection WALL/FENCE - FOOTINGS v.1 Inspection Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Inspections A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Certificate of Occupancy Printed: 7/24/26 2:27 pm Page 2 of 3 Permit Type: Permit Number: Property Address: Wall / Fence BLCK-13-164 54277 AVENIDA DIAZ BUILDING PERMIT A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Service Utilities Printed: 7/24/26 2:27 pm Page 3 of 3 PERMIT INSPECTION HISTORY REPORT (BLCK-13-164) FOR CITY OF LA QUINTA Wall / Fence 02/12/2013Application Date:Permit Type:Parcel Wall / FenceWork Class:Issue Date:54277 AVENIDA DIAZ LA QUINTA, CA 92253 Address: Closed Expiration Date:Status:Description:PERMITER BLOCK WALLS Owner:Contractor:Applicant:KNALL CHRISTIAN AA MASONRY Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date 03/04/2013 Footing COHT:1406281000 00030645 Approved No Complete 03/11/2013 Bond Beam COHT:1406281000 00030316 Partially Approved No Incomplete NOTES Created By TEXT Created Date Anonymous User NORTH RETAINING WALL ONLY 06/28/2014 03/19/2013 Bond Beam COHT:1406281000 00030317 Approved No Complete 05/07/2013 Final Building COHT:1406281000 00030644 Approved No Complete 78-495 Calle Tampico Page 1 of 1July 24, 2026 Bln.# *' Crty 0f QuInta Bufldtng gt Sarety Ditdsion P.O. Box 1504,78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: -;k �/�✓l Ownees Name:. A. P. Number. Address: Legal Description: Contractor.AA- A&A gin 41 A,,, City, ST, Zip: h Telephone: Address: Project Desctiption: City, ST, Zip: Q as Telephone( _ State Lie. # : Rn Y I City Lic. #; Arch., Eagr., Designer. Address: City., ST, Zip: Telephone: State Lic. #:. C utruction Type:. Occupancy: Project type (circle one): New Add'n Alter Repair Demo Ft.: #Stories: # Units: Name of Contact Person:Sq. Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE M Submittal Req'd Recd TRAC]MG PERbirr FEES Plan Sets Plan Check submitted Item Amount Strgctuial Cabs Reviewed, ready for corrections Plan Check Deposit. Truss Cal ms• Called Contact Person Plan Check Balance Title 24 Calci Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Gtadlag plan V Review, ready for correefie issue Electrical Subco*tactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 11.0.A. Approval Plans resubmitted Grading IN HOUSE:- 3" Review; ready for correetionstissae Developer Impact Fee Planning Approval Called w. Contact Person A.I.P.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees Bin,# a Of LQ Quinta B(d*g ac Safety Aiv 6n Permit # P.O. Box 1SO4, 78-495 Ca!!e Tampico la..Quinta, CA 92253 -:(760) 777-7012 � 7 Building Permit-Applicadon'and Tracking Sheet Project Add= — 2:7 -7 L\I EN I n �-� . 'Is 0, C � Owner's Name:. L' H (�-i `� i � A ISI' �,rN A, LA --5- A. P. Number. / 7 q - 6 -• O 1 k .- c Addtrss: A LLE, . Legal Description: City. ST, Zip: : cvi v &� t Y , LA qc') o n2- Contractor AA M A S c0 N P -,y Telephone: Address: IT 5 'b O' lSel-A WACP- -tL4CC, Project Description: City, ST. zip: cA 922-11 60 LF x Gi H iGH GP.&Y • • 's Telephone: SAOI-;s(,C?-73$g- sou—\viVimi- �-F' %(m Cwf ��S� State Lir. 9: go 4 (. � City Lic. tl; A O H '(% & -t-17 `-F X -16 u x 'AeTA-tl--� i rA Arch., Engr, Designs (T+-( % E 7 —' SSON OT(' 1 O� Address:° City., ST. Zip: Telephone: State Lia l3: Construction Type:. Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Penson: l 4-t 2 t x-1-1 A,,j K-4"�i Sq. Ft : #stories: k Units: Telephone # of Contact Person: - �) -�-&ftEstimated Value of PtnjecC Q APPLICANT: DO NOT WFUTE BELOW THIS UNE N Submittal Plan Sets Rcq'd 'Reed TRACMG PERMCTFEES- Plan Cheep submitted item Amount Stradutal Cales. Reviewed, ready for corrections Plan Check Deposit. Truss Cala. Called Contact Pcoon Plan Check Bolan". Title 2/ Cal& Plans picked up Construction Flood plata plan Plans resubmiacd.' . Mahaaw Grading plan 2-! Review, ready for correct'ioasAss .c Elead.cal Sutrcostattor List Called Contact Person Plumbing Grant Deed Plans picked up SALL ILO -A- Approval Plans resubmitted Grading IN HOUSE:- * Revtew. ready for correction a 1, Developer Impact Fee Pianatag Approval Called Contact Person A.I.P.P. Pub. WW. Appr Date of permit Issue School Fen Total Permit Fees . 1 ORCO STANDARD 6' TO 8' CMU SITE WALLS OPTIONAL FLAT CAP 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. 1500 PSI MASONRY COMPRESSION STRENGTH. 6816, 6616, OR 6618 CMU GROUTED ONLY @ VERT STEEL jjj;,� LEVEL GRADE BOTH SIDES /— #4 HORZ CONT. N ~ n1 NOTES.- 1. OTES: 1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90. Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE WV. k = 2500 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTMA 615 GRADE 60. PROVIDE 48 MR DIAMETER LAP. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED. 5. CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7. USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART CEMENT TO I/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENT'S. 9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOO77NG MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %. 11. FIRST INSPEC77ON TO BEAFTER FOOTING TRENCHES ARE READY FDR CONCRETEAND ALL REQUIRED 57FEL IS 77ED M PLACY . SECOND INSPEC77ON TO BE WHEN THE REQUIRED VER77CAL ISM PLACEAND 7HE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING. 40'01C. 20'01C FOR \\ WALLS TO BE MORTAR WASHED—OR STUCCO COATED. 'W' CONT. FOOTING L� - B OF � QVINE A SEE CHART FOR REQUIRED REBAR gU r P BO J EDN AND FOOTING DIMENSIONS. F4R C�NSTIR t� . CITY OF LA QUINTA QaoF�s NQC. t' ~ C31925 A. k Exp. 12-31-2012 \F�� OF CA�A� 'Y' DROP-IN BAR #6 STD JOINT REINFORCEMENT @ 24" 0/C (3 PLACES - 4 PLACES FOR 7 ti 8� 8' WALLS). USE #5 STD. FOR SLUMP BLOCK tWrl NOTE.' PROVIDE #4 DOWEL & #4 DROP-IN BAR AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND @ WALL Q HEIGHT CHANGES Do . O O b 7Y' DOWEL @ CENTER OF CMU. jjj;,� LEVEL GRADE BOTH SIDES /— #4 HORZ CONT. N ~ n1 NOTES.- 1. OTES: 1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90. Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE WV. k = 2500 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTMA 615 GRADE 60. PROVIDE 48 MR DIAMETER LAP. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED. 5. CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7. USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART CEMENT TO I/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENT'S. 9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOO77NG MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %. 11. FIRST INSPEC77ON TO BEAFTER FOOTING TRENCHES ARE READY FDR CONCRETEAND ALL REQUIRED 57FEL IS 77ED M PLACY . SECOND INSPEC77ON TO BE WHEN THE REQUIRED VER77CAL ISM PLACEAND 7HE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING. 40'01C. 20'01C FOR \\ WALLS TO BE MORTAR WASHED—OR STUCCO COATED. 'W' CONT. FOOTING L� - B OF � QVINE A SEE CHART FOR REQUIRED REBAR gU r P BO J EDN AND FOOTING DIMENSIONS. F4R C�NSTIR t� . CITY OF LA QUINTA QaoF�s NQC. t' ~ C31925 A. k Exp. 12-31-2012 \F�� OF CA�A� CHART FOR 6.' TO 8' SITE WALL W/ SPREAD FOOTING WIND MAX' owl DESIGN WALL. SPREAD 'X' DOWEL 'Y' BAR SPEED HEIGHT FOOTING WIDTH #4 @ 40" 0/C 33" #4 @ 40" 0/C U V 6'-0" 11-9" 36.0/C - 18' cMu L 36' 0/C - IB' CMU W 8" -- 8" U) M W #4 @ 40" 0/C 33" #4 @ 40" 0/C Q0 6�'-8" 1'-10" 36' 0/C - 18' CMU 36' 0/C - 18' CMU ZW . --L 9 9n LU E = cn #4 @ 32" O/C #4 @ 32" 0/C CL��/� 7�-4" 2'—ON 27' 0/C - 16' CMU 27' 0/C - 18' CMU V♦ --�33" 10" 10" co C9 #4 @ 24" O'/C-33" #4 @ 24" 0/C 8'A" 2'-3" 18' o/c - 18' CMu L36. o/C - IB' CMU L ® EACHSIDEOF /T W/ 04 DROP-IN 81R CONE. FOOTING FOR 57DEYARD RE7URN WALLS WHERE DWMGESWALE OCC7 W, A 1/2 BLOCK NAY LEFT OUT ® SWALEGRADE. PROVIDE' 04 DOWEL AND 04 DROP-IN BAR ON EACH SIDE OF THE 1/2 BLOCK OWN - AS SHOWN. icivi�iaciosvr moor wlu W/RQMaeam FM APf•"' a lar aM.0 MP AS MQ VM RfOl1OE1.NAL WM9 MuNr N) �fAR NION= 1 NMYIL CGIG OenTi7N-N'tOVlaE7/• t� NW.WMDNNMAIX 3'OEW /A]M NfJtA(t SVt(Ie �- mn:xrinmC' QL G, OF SFE oEP-t. gU1LD1NG & Sp AP OREDN .�RUGT1� FpR G gY I DA CITY of LA QUINTA C31925 *; Exp. 12-31-2012 OF CA% -i =® ORCO STANDARD 6' TO S' CMU SITE WALLS { { S' TO DAYLIGHT t�BH _I CONK SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. C17Y of La Qb OPTIONAL FLAT CAP 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 Cal 28 DAYS. 4. REINFORCING STEEL : GRADE 60. 5.1500 PSI MASONRY COMPRESSION STRENGTH. 6816, 6616, OR 6618 CMU GROUTED ONLY @ VERT NOTES: STEEL 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 9D. 2. CONCRETE FOR FOOTING SHALL BE I PART CEMENT TO 2-1/2 W Y DROP-IN BAR PARTS SAND TO 3-1/2 PARTS GRAVEL WITHA MAXIMUM OF 1-1/1 C7 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM a TO A57M C 150 TYPE ll/V. k = 2500 PSI STD JOINT � NFORCING STEEL SHALL BE DEFORMED AND CONFORM TO Zt RE REINFORCEMENT @ 29" 0/C A RADE 60. PROVIDE 48 BAR DIAMETER LAP, (3WA S • 4 PLACES FOR 7' ' WALLS). USE #5 SOD. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK. CELL IN T FOR SLUMP BLOCK WHICH ITIS LOCATED. Llj NOTE:• PROVIDE #9 DOWEL 8 5, CONCRETE BLOCK SHALL BE LAYED IN A RUNNING -BOND #4 DROP-IN B4R AT EACH SIDE OF CONTROL JOINTS, PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. = ENDS OF WALLS AND @ WALL 6, ALL BLOCK CELLS CONTAINING VER77CAL REBAR SHALL BE SOLID 4 HEIGHT CHANGES GROUTED. a0 7. USE TYPES MORTAR PROPOR77ONED U5INGAS7M C270 PART CEMENT 871/2 PART UME TO 4-1/2 PARTS DAMP, LOOSESAND. 4 .* DOWEE: @, CF, NTER OF b mcmu. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PAR75 SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WE;47HER CONDITIONS ARE FAVORABLE AND BLOCK. UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENT.S 9. SLOCKSTEM MAYBE WET -SET 1-112n INTO THE FOOTING WHILE SETHACK . SEE CHART THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO e EITHER EDGE OF THE TRENCH TYPE F0077NG. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED EI 1 NATURAL SOIL OR ON COMPACTED FILL WITH MINIMUM 2 .. sir.°i-Ilrt'r COMPACTION OF 90 96. IMAX. 11, FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN Ell PLACE AND THE BLOCK( WALL 15 READY TO GROUT. ~ CCC333 12. MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR #4 HORZ. CONT. WALLS TO BE MORTAR WASHED OR STUC O COATED. { { S' TO DAYLIGHT t�BH _I CONK SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. C17Y of La Qb CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND MAX. D AWMEWMN.uvNWMW N)' 4G4t(wnvsoit- DESIGN WALL TRENCH FOOTING 'X' DOWEL 'Y' BAR SPEED HEIGHT DEPTH #4@ 40" 0/C #4 @ 40" 0/C 6'-0" 2'-0" jD+I'-9" U U 36. 01C - I8' CMU 36• o/c - Ie• cnu W ►n W6_a n #4@ 40" 0/C #4 @ 40" 0/C 2'.-2" ID+I'-9" Q 36' 0/C - 18' CMU 36' O/C - 18' CMU Q Z W LU 2 NN 7'-4' 2 =4 ID+I'-9" #4@ 32" 0/C#4 @ 32" O/C N zT o/c - 18• cMu 27• O/C - 18• CMU U co#4@ 24" 0/C D+I'-9" #4 @ 24" 0/C 8'�0" 2'-6" ( 18' 0/C - IB' CMU 36' O/C - 18' CMU FOR SIDEYARD RETURN WAILS WHERE DRAINAGE SWALEOMMES, A 1/2 &OIG( MAY LEFT OUr ® SWALE GRADE. PROVIDE -04 DOWEL AND 04 DROP-IN BAR ON EACH SIDE OF THE 1/2 &OG TOWN - AS SHOWN. I. ICI SIDE OF 04 DROP-IN 54R 0 0 o. o..:. p. o. •.:o • i- . � FOOTING CITY OF LA Q 9 M!ia r.- J Q7Ni�C7Coqu. /'4' ft= MU W/RONFUMM FR anRRs NAM2RWG°MPF RE"- AWMEWMN.uvNWMW N)' 4G4t(wnvsoit- p MI o.. = QaOFESS/ S�'° ~ C31925 . \ Exp. 12-31-2012 C aF' CAL \F ORCO 6' HIGH WALL WIZ -0" TO 4'-0" RETAINING FOR 85 MPH WIND 3 SEC. GUST @a EXP C OROO 6916 OR 6616 CMU GROUTED ONLY 0 VERT STEEL DESIGN CRITERIA: PER 2010 CBC 1. SOIL BEARING PRESSURE -1200 PSF+ 1/3 INCR. FOR WIND OR SEISMIC EQUNALEAT FLUID PRESSURE - 45 PSF PER TABLE 16104-1 2. ALLOWABLE LATERAL PASSIVE PRESSURE -150 PSF. 3. GROUT STRENGTH =1000 PSI fl 28 DAYS. 4. REINFORCING STEEL: (RADE 60. S. SEISMIC • 1 SEC. ACCELERATTOIN - 70 %. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. A'' 'B' #4 VERT DROPRIN BAR ® 32' 0/C NOTES: 'K' 2'-0' PROVIDE 24" LAP INTO 9X16 CMU #4032' 0/CX33' E #4®32' 0/C 27' N/A STEM BELOW 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. ORCO STD. ' 12' 6' i- #6 STD JOINT REINFORCETMRff PRECISION BLOCKMAY BE USED. Q #4®32' 0/C I41' . L @ 24'. 01C (3 PLACESA 2. CONCRETE FOR FOOTING SHALL BE 1 PART GEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH MAXIMUM OF 1-1/2 b 12' GALLONS OF WATER PER S40C PORTLAND CEMENT SHALL CONFORM NOTE. • PROVIDE #4 DOWEL 6 TO ASTMC 150 TYPEIL/✓. Fc - 2500 PSI #4 016 55. 4, #4 DROP-IN BAR AT EACH SIDE OF CONTROL JOINTS, 3. REWFORCING STEEL SHALL BE DEFORMED AND CONFORM TO P' 6' ENDS OF WALLS AND @ WALL ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 3'-9" #4@16' 0/C 57' L HEIGHT QNANGES 4. REB4R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN 12' WHICH n IS LOCATED. S CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND 04 HORZCONT. ® 24 O/C PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED, LEVQ B901F/LL .USF!VAY7VE 7. USE OBP TYPE S MORTAR PROPOR71ONED USING ASTM C270.1 BACT(FIL='PETt bUllS EE1'Qi!• .:...:. .. ... PART CEMENT TO 1/2 PART LIME TO 4-1%2 PARTS DAMP, LDOSE SAND. - 8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 I I Ii PARTS SAND (GROUT MAY CONTAIN 2 PARIS 3/8" PEA GRAVEL IF -I WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE LS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT .ZtSEGREGATION OF THECONSTTUENTS PER ASTM 476. C DOWEL EDGE Of 8'CMU 9. BLOCK STEM MAYBE WET --SET l-I/2"INTO 771E FOOTING WHILE THE CONCRETEIS PLASTIC. BLOCK STEM MAY BE PLACED TO ErTHER EDGE OF THE TRENCH TYPE FOOTING. 4'01A. SDR 35 PERF PIPE W/ 1 CF. 3/4" GRAVEL WRAPPED W/ MIRAR 10. F007ING MUST BEPOURED ON OR INFO UNDISTURBED ' •.. 1-1: 140VV RL TER FABRIC -SIM TO DRAIN. NA7URAL SOA OR ON COMPACTED FILL W TH A MINIMUM COMPAC ION OF90 %. WATERPROOF BACKSIDE OF RETAINING b WALL •• . • • •�� 11, FIRST IAFSPECT70N TO BEAFTER F0077NG TRENCHES ARE , RE40YMR CONCRETE AND ALL REQUIRED STEEL IS RED IN PLACE. -' t -I! SECOND INSPECTION TO BE WHEN 771E REQUIRED VER77CAL IS IN PEACEAND THE BLOCK WALL 6 RF40Y TO GROUT.. 12. MAXIMUM CONTROL JOINT SY+AO� 4Q' 0(�C�OR�,O' D/CIF THE 1 WALL IS TO BE STUCCO C0A7FDu . kk ` D'B4R C e � y Of u �t DEPT . #4 HORZ. CONT. ®12 q0/C �1 LiDtjlvG & SAFE-�•� TROP AND BOTTOM ASAYdW 1 P P Fk®� �tON CONSTRUC FOR 3" CiR. 7YP. gY i DAT CITY OF LA QUINTA A'' 'B' 'C' DOWEL 'D' BAR 'K' 2'-0' 2'-9° #4032' 0/CX33' E #4®32' 0/C 27' N/A 12' 6' i- #4®32' 0/C I41' . L #4®32' 0/C 30• N/A 12' 6' F- #4016' 0/C 49' #4 016 55. 4, P' 6' 4'-0° 3'-9" #4@16' 0/C 57' L #4016' 0/C 39' 6' 12' 6'r--