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10-0976 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 10-00000976 Property Address: 79778 RANDOLPH 604-520-002-2 CT -24197 - Ti&t " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Applicant: Architect or Engineer: 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 Professionals Code, and my License is in full force and effect. License Class: License No.: Date: 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 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 (5500).: 1 _) 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.). (_ 1 I am exempt under Sec. , B.& iC. for>s reton Y, Date: 0(I . ?.S-. I ( 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: LQPERMIT VOICE (760) 777=7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/24/11 Owner: FRANCISCO TORRES 79-778 RANDOLPH COURT LA QUINTA, CA 92253 ------------------------------- Contractor: Owner I tui r�+ ------------------ WORKER'S COMPENSATION DECLARATION I. hereby affirm under penalty of .perjury one of the following declarations: 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 o become subjec o the workers' compensation laws of California, and agree that, if I should come sub'ect to a workers' compensation provisions of Section 3700 of the Labor Code, I hall fo wit c ply with those provisions. Date: O (' 2 • If Applicant: ' WARNING: FAILURE TO SECURE WO ERS' CO SATIONCOVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS J$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 Director of Building and Safety 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 informati is correct. I agree to comply with all city and county ordinances and state laws relating [o buildin larpos herebyauthorize representatives of this county to enter upon the above-mentioned property es. Date: Signature (Applicant or Agent): Application Number . . . 10-00000976 Permit . . WALL/FENCE PERMIT Additional desc . Permit Fee . . . . 33.00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 1312 Expiration bate 7/23/11 Qty Unit Charge Per Extension BASE FEE 15.00 9.00 2.0000 HND BLDG 501-2,000 18.00' ---------------------------------------------------------------------------- Special Notes and Comments 82LF OF 4' RETAINING WALL W/SURCHARGE AT REAR YARD [ENGINEERED] 2007 CALIFORNIA BUILDING CODES. January 24, 2011 9:12:23 AM AORTEGA -------------------------.---------- Other Fees . . .. . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited .--------------------------------------------------------- Due Permit Fee Total 33.00 .00 00 33.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1.50 .00 .00 1.50 Grand Total 34.50 .00 .00 34.50 LQPERMIT Bin #�G City of La Quinta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # n Project Address: Owner's Name: -tE}V1G\SLO oe A. P. Number: Address: —,22 ,n hOLp k+ C , Legal Description::: City, ST, Zip: L ly U t rrI W CA A 22 S 3 Contractor: Telephone: ill`" Address: Project Description: City, ST, Zip: L \ Q Fea- R 5rh %_V% I, s;:,Telephone: : ^Ci City Lie. #; 1 k4 L-� State Lic. # : Arch., Engr., Designer: Address: City, ST, Zip: Telephone: w+,�..,� �� >t4 State.Lic. #: Name of Contact Person: Construction Type: Occupancy:. Project type circle one New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Recd TRACKING PERMIT FEES Sets IlaPlan Plan Check submitted /la Item Amount Structural Calcs. Reviewed, ready for corrections W Plan Check Deposit �— Truss Calcs. Called Contact Person 6 6o Plan Check Balance Title 24 Calcs. Plans picked up G 0 D Construction i fir. Flood plain plan Plans resubmitted Mechanical Grading plan 2a° 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 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 School Fees Total Permit Fees ,z- 20 A ►w1 - P.O. BOX 1504 LA QUINTA, CALIFORNIA -92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760) 777 -70 12 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits M"RIAM NOTICE TO PROPERTY OWNER Dear Property Owner. An. application for a building permit has been submitted in your name listing yourself as the builder of the .property improvements specified at - 71- • 7 -fig j;?q V, L,� (.r . We are providing you with an Owner -Builder Acknowledgment and InformationVeri€ication Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building. permit until you -have read, initialedyour understanding of eachVrovision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OV R'S AC1Qg0Wi E1)(;_ ENT ANDVERIFICA'T'ION OF ROORNAM, N DIRECTIONS. Read and, initial each statement beloiv to signify you understand or verify this information. ✓ 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner-Buildee, building permit that erroneously implies that the property owner is providing his or her own labor and material personally. 1, as an Owner -Builder, may be held liable and subject to serious. financial' risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ,,I- 2. 1 understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility - /'3. I understand as an "Owner -Builder" I am the responsible, party of record on the permit. I understand that I may protect myself from potential financial risk by hiringa licensed Contractor and having the permit filed in his or her name instead of my owner 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and' contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. dl. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot .legally build them with the . intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building- Contractor. understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal. inj.ades sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small'Business Administration, the California Department of. Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1- 800-321-CSLB (2752) or www.csib.ca.gov for more information about licensed contractors. -lo. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible . for proposed construction activity at the following address: agree that, as the party legally and financially responsible for this proposed construction activity, .i will abide by all applicable laws and requirements that govern Owner Builders as well as employers. agree to notify the issuer of this. form immediately of any additions; deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist'you with any financial loss . . you may sustain as a result of a complaint. Your only remedy against unlicensed -Contractors may be in;civil court. It is also. important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, You will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing,ihe.per Note: A copy of th :.ropertyowner's. d6ver's.license form notarization-, or other verification acceptable to the agency required to be pre ted when the permit is issued to verify the property owner's signature. �1 //// Signature of property owner Ol• zS•/I Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, 1 hereby authorize the following persons) to act as my ageat(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjurythat I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property' 's signature.. Property Owner's Signature: Date: FT -SITE f=LAN SCALE:fka" = 11 -011 I (E) (o' -V HIrzH CONC; 5LCC;fC WALL (E)(o'-O" HIGH CONG BLACK (N)COM RETAINII SECTI(ON A (EXISTING) SCALE: i°4" =1' -0" 1424 Aht"W L.*w embf. LEGEND (N) = NEW (E) = EX15TIN(s GENERALJNFO AION FRMC15C0 TORpZ5 olwws% 4 CAR IEN E5PN0ZA I3-118 RANDOLPH CT. LA QUINTA, CA 92253 LEGAL DESCRIPTION- LOT NO. 2 A.PN-- 604-520-00 PROJECT ADDRE56. 719418 RANDOLPH CT. LA OJINTA CA 132253 ZONE: R1_ OCCUPANCY. SINGLE FAMILY TYPE V-5 NON -RATED L OF CWLW®�' on Gy LX -L1> T OS DESIGNS RESIDENTIAL DESIGNS • Custom Plans • Remodeling Gabriel A. Rios 49-901 Cinnabar Lane Coachella, CA 92236 (760) 485-7431 riosdesigns@yahoo cam N Number Date/ Description W U) >O '� L 0 M LM � 4i 0 L0 C%A Cq sea " 0 0 ti. ea 0 0 LU 0 Ana 00 U) CY 0 CL 0 LW U. 0. 06 W U) Approved By G.R. Job # 2010.04 Date: 0111112011 `�I Sheet "J kJi >O U Approved By G.R. Job # 2010.04 Date: 0111112011 `�I Sheet "J kJi -ESSI _ENGINEERING 78080 CALLE AMIGO, SUITE 102 LA QUINTA, CA 92253 (760) 771.9993 OFFICE (760) 771.9998 FAX CML AND STRUCTURAL ENGINEERING • PLANNING - SURVEYING Structural Calc. & Detail 4'-6" High Retaining Wall 79-778 Randolph Court La Quinta, CA 92253 CITY LA QUINTA��L��� BUILDING & SAFETY DEPT. APPROVED ANA 1201, FOR CONSTRUCTION BY: DATE lat SYA!)L Date: August 11, 2010 Revised: January 5, 2011 Design by: Essi JN: 20100104 No.4704 = m Exp. _��-��•-1� r CIVIL �Q gTFOF CAIW��� Essi Engineering 78-080 Calle Amigo, Suite 102 La Quinta, CA 92253 Phone: (760) 771-9993 Fax: (760) 771-9998 Title 79-778 Randolph Ct. Page: Job # 2010104 Dsgnr: Essi Date: JAN 5,2011 Description.... This Wall in File: c:ldocuments and settingslessi.shahandel Retain Pro 9 ©1989 - 2010 Ver: 9.18 8145 Registration #: RP -1192745 RP9.18 Cantilevered Retaining Wall Design Code: CBC 2007 Licensed to: Essi Engineering Criteria 1,241 psf OK Retained Height = 4.25 ft Wall height above soil = 0.25 ft Slope Behind Wall = 2.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Surcharge Loads 1,241 psf OK Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning 2,000 psf Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 1,753 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 1,462.7 lbs Overturning = 2.45 OK Sliding = 1.53 OK Total Bearing Load 3,078 lbs ...resultant ecc. = 8.69 in Soil Pressure @ Toe = 1,241 psf OK Soil Pressure @ Heel = 55 psf, OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,753 psf ACI Factored @ Heel = 78 psf Footing Shear @ Toe = 11.9 psi OK Footing Shear @ Heel = 8.9 psi OK Allowable = 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,462.7 lbs less 100% Passive Force = - 1,320.3 lbs less 100% Friction Force = - 923.4 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Soil Data Lateral Load = Allow Soil Bearing = 7000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 50.0 psf/ft Toe Active Pressure = 35.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = . 110.00 pcf Soil Density, Toe = 0.00 pcf FootingIlSoil Friction = 0.300 Soil height to ignore Rebar Placed at for passive pressure = 0.00 in Lateral Load Applied to Stem l Lateral Load = 39.0 #/ft ...Height to Top = 4.50 ft ...Height to Bottom = 0.00 ft The above lateral load Wall to Ftg CL Dist = has been increased 1.00 by a factor of Base Above/Below Soil Wind on Exposed Stem = 17.0 psf Adjacent Footing Load Adjacent Footing Load = 900.0 lbs Footing Width = 3.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 4.50 ft Footing Type Line Load Base Above/Below Soil = at Back of Wall =0.5 ft Poisson's Ratio = 0.300 Stem construction.., Top Stem Design Height Above Ftg ft = Stem OK 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 8.00 Rebar Placed at = Edge Design Data Concrete Data fb/FB + fa/Fa = 0.921 Total Force @ Section lbs = 725.7 Moment.... Actual ft-#= 1,148.7 Moment..... Allowable = 1,247.8 Shear..... Actual psi = 11.5 Shear..... Allowable psi = 19.4 Wall Weight = 78.0 Rebar Depth 'd' in= 5.25 LAP SPLICE IF ABOVE in= 45.00 LAP SPLICE IF BELOW in= HOOK EMBED INTO FTG in = 7.00 Masonry Data fm Fs Solid Grouting psi = 1,500 psi = 20,000 = Yes Load Factors Modular Ratio 'n' = 21.48 Building Code CBC 2007 Short Term Factor = 1.000 Dead Load 1.200 Equiv. Solid Thick. in= 7.60 Live Load 1.600 Masonry Block Type = Medium Weight Earth, H 1.600 Masonry Design Method = ASD Half -Stress option used. Wind, W 1.600 Concrete Data Seismic, E 1.000 fc psi = Fy psi = Retain Pro Software © 2009 HBA Publications, Inc. Licensed to: Essi Engineering www.RetainPro.com All Rights Reserved Palm Desert, CA 92261 Essi Engineering Title 79-778 Randolph Ct. Page: 78-080 Calle Amigo, Suite 102 Job # 2010104 Dsgnr: Essi Date: JAN 5,2011 La Quinta, CA 92253 Description.... Phone: (760) 771-9993 Fax: (760) 771-9998 This Wall in File: c:ldocuments and settingslessi.shahandel Retain Pro 9 ©1989 - 2010 Ver: 9.18 8145 Force Registration#: RP -1192745 RP9.18 Cantilevered Retaining Wall Design Code: CBC 2007 Licensed to: Essi Engineering It ft-# lbs Footing Dimensions & Strengths LFooting Design Results Toe Width = 1.25 ft Toe Heel Heel Width = 3.50 Factored Pressure = 1,753 78 psf Total Footing Width = 4.75 Mu': Upward = 1,592 1,938 ft-# Footing Thickness = 14.00 in Mu': Downward = 323 4,632 ft-# Sloped Soil Over Heel = Mu: Design = 1,268 2,694 ft-# Key Width = 8.00 in Key Depth = 19.00 in Actual 1 -Way Shear = 11.90 8.85 psi Key Distance from Toe = 0.00 ft Allow 1 -Way Shear = 75.00 75.00 psi Surcharge Over Heel = Toe Reinforcing = # 4 @ 18.00 in fc = 2,500 psi Fy ,= 40,000 psi Heel Reinforcing = # 4 @ 18.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = # 4 @ 37.25 in Min. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 2.00 @ Btm = 3.00 in 748.7 Adjacent Footing Load = 164.2 Toe: Not req'd, Mu < S ' Fr Axial Dead Load on Stem = Heel: Not req'd, Mu < S' Fr Key: #4@ 22.25 in, #5@ 34.50 in, #6@ 48.25 in, #7@ 48.25 in, Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs It ft-# lbs ft ft-# Heel Active Pressure = 1,167.4 2.28 2,659.0 Soil Over Heel = 1,324.6 3.33 4,415.3 Surcharge over Heel = Sloped Soil Over Heel = 220.8 3.81 840.1 Toe Active Pressure = -48.6 0.56 -27.0 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = 192.2 3.90 748.7 Adjacent Footing Load = 164.2 1.52 250.2 Axial Dead Load on Stem = Added Lateral Load = 175.5 3.42 599.6 ' Axial Live Load on Stem = Load @ Stem Above Soil = 4.3 5.54 23.6 Soil Over Toe = 0.63 Surcharge Over Toe = Stem Weight(s) = 351.0 1.58 555.8 Earth @ Stem Transitions = Total = 1,462.7 O.T.M. _ 3,505.3 Footing Weight = 831.3 2.38 1,974.2 Resisting/Overturning Ratio = 1 2.45 Key Weight = 158.3 0.33 52.8 Vertical Loads used for Soil Pressure = 3,078.1 lbs Vert. Component = Vertical component of active pressure NOT used for soil pressure Total = 3,078.1 lbs R.M.= 8,586.9 " Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. DESIGNER NOTES Retain Pro Software © 2009 HBA Publications, Inc. Licensed to: Essi Engineering www.RetainPro.com All Rights Reserved Palm Desert, CA 92261 8' C.M,U„ SLD. GROUT f'M= 1,500 psi, Fy= 40,000 psi— #5 @ 8' Vert @ Edge RETAINING WALL DESIGN CRITERIA: ALLOWABLE SOIL BEARING = 1500 PSF PER TABLE 1804.2. ALLOWABLE LATERAL PASSIVE = 150 PCF. EOUILIVALENT FLUID PRESSURE FOR 2 TO 1 BACKFILL = 60 PSF PER TABLE 1610.1 2-1/2' CL 'KFILL SURCHARGE SM -SC, AND BETTER PER TABLE 1610.1 rl,WIN RZ. CONT. O/C 6X16 CMU SOLID GROUTED W/ NO SPCL. INSPECTION REDDR ® EDGE OF MU FULL HEIGHT 4 HORZ. CONT." 0/C OWELS ® EDGE OF 8' OR 12" CMU 12X16 CMU SOLID GROUTED W/ NO SPCL. INSPECTION REOD. 4" DIA. SDR 35 PERF PIPE W/ l CF. •�'' 3/4" GRAVEL WRAPPED W/ MIRAFI 140N FILTER FABRIC - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF WALL. H' BAR 'T' - 12" 'D ' 4 HORZ. CONT. ®12" O C OP AND BOTTOM AS SH WN 'A' 'B' 'C' � ® in Z Lu W 'E' U O LL 'H' BAR 'T' <5<0 LL � N N - -- 0a0. Z 8„ - U m o �' 6„ 8/033" sQakr-�� 41elMs 9.4%to6L94 1"k r�o. N/A 'KFILL SURCHARGE SM -SC, AND BETTER PER TABLE 1610.1 rl,WIN RZ. CONT. O/C 6X16 CMU SOLID GROUTED W/ NO SPCL. INSPECTION REDDR ® EDGE OF MU FULL HEIGHT 4 HORZ. CONT." 0/C OWELS ® EDGE OF 8' OR 12" CMU 12X16 CMU SOLID GROUTED W/ NO SPCL. INSPECTION REOD. 4" DIA. SDR 35 PERF PIPE W/ l CF. •�'' 3/4" GRAVEL WRAPPED W/ MIRAFI 140N FILTER FABRIC - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF WALL. H' BAR 'T' - 12" 'D ' 4 HORZ. CONT. ®12" O C OP AND BOTTOM AS SH WN 'A' 'B' 'C' 'D' 'E' ' D0WEL'G.' VERT 'H' BAR 'T' 2'-0 2'-0' N/A j'-9" 8„ #4@32" N/A N/A 6„ 8/033" 2'-8' 2'-8' N/A 2'-0" 12" #4®32" O/C�41" N/A #4®32" O/C 18" 9" � 9„ 12" 3`-4' 3'-4'' N/A 2.-3„ 18,, #4®32" 0/C I49 N/A 4 32" 0/C 247 12 #®" 9 12"J" 4'-0" 4'-0' N/A 3,-O» 24» #4®24" O/C -157" 15" N/A #424" 0/30 F- 12„ 4'-8" 4'-8' N/A 3'-3" 30" #4@16" 0/CJ65" N/A #4@16" 0/36 15„ 18" 8" 5'-4'J'-4." 2'-O" 3'-9" 33» #4@16" 0/C 33' #4.®16" 0/C #4@16" 0/C 18" 39„1 ., 21 27"-1 6'-0” 3'-4' 2'-8, 4'-0» 39» #5®16" 0/041" 30 #4®16" 0/C #4®16" O/C �� CE31925 z CITY OF LA QUINTA *'12012 ' I \lq�OFCMI.�OP�P RETAINING WALL NOTES:' MATERIALS: CONTRETE: Pc = 2500 PSI @ 28 DAYS. REINFORCING STFEL: ASTM A-615 GRADE 60. CONCRETE MASONRY UNITS: ASTM C 90 MORTAR: USE OLTP TYPE S PER ASTM C 270 GROUT:' USE 2000 PSI @ 28 LAYS PER ASTM C 476. CEMENT PORTLAND CEMENT PER ASTM C-150 TYPE I41V. GENERAL NOTES.- 1. OTES:1. ALL MATERIALS, PRODUCTS, WORKMENSHIP, 7ESTINGAND INSPECTION SHALL COMPLY WITH THE 2007 CSC: 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL GROUND OR ON UNDISTURBED ENGINEERED FILL 3. WALL SHALL BE LAID TRUEAND PLUMB, AND ALL CELLS SHALL BE GROUTED SOLID. 4. ALL SPLICES SHALL BE 48 BAR DIAMETERS. S. ALL VERTICAL AND HORIZONTAL BARS SHALL BE TIED . TOGETHER. 6. DO NOT USE HEAVY COMPACTION EQUIPMENT ADJACENT TO THE WALL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYIJAMAGES TO THE WALL RESULTING FROM INAPPROPRIATE COMPACTION TECNIQUES AND EQUIPMENTS 7. THE RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL AT LEAST 14 DAYS - UNLESS PROPER SHORING IS PROVIDED. CONTROL JOINT 8. WALLS SHOULD BE GROUTED AT 4' HEIGHT INTERVALS. GROUTING SHOULD BE PERFORMED AS SOON AS POSSIBLE AFTER THE CONCRETE MASONRY UNITS ARE PLACED. 9. PROVIDE CONTROL JOINTS AT 40' 0/C MAX. 10. BUILDING DEPARTMENT INSPECTION SHALL BE OF THE FOLLOWING STEPS: ISL FOUNDATION TRENCH WITH SECURED REINFORCING STEEL. 2ind. BLOCK WALL W77H`AEINFORCINGSTEECBEFOREGROUT aid. MID -HEIGHT GROUTING FOR WALLS OVER 4' HIGH. 4M. GROUTED WALL AND DRAINAGE SYSTEM. Sth. 114CKFILL AND FINAL Il. OMIT HEAD JOINTS AT FIRST COURSE AT EVERY 32' O/C WITH 1 CU. FT OF 3/ 'GRAVEL FOR WEEPHOLE WHEN THE WALL IS LESS THAN 3' NIGH.+ y 12. PROVIDE 4'OSDR 3S PERFORATED PIPE WITH PERFORATIONS - DOWN AT 1 % MIN SLOPE WnW 1 CF. OF 3/4' GRAVEL j WRAPPED WITH MIRAFT 14ON FILTER FABRIC OR EQUAL. &ACK ` I DRAINAGE SYSTEM SHALL HAVE TEE CONNECITON AND NON- PERFORATED 2'0 OUTLET PIPEAT EVERY 10' O/C THROUGH THE WALL AT 2 % SLOPE ABOVE THE FINISHED SURFACE j �p 1 r i v r, u L ' i c BtO(X WALL W1 REINFORCING PER DETAILS. l�.��.,J +.:ly r•a�Si :� i-i°f.r ^ d rr y.t'.13e iv, �,49 ,04 HORZ. CONT.@ TOP A5 REQUfJ! PROWDE24°MIN.LAPIINO'41AINT 3,.,4'-• ,) 7 CLEAR FROM SOIL. p 0 v p : p ti v o o Z O •p p h E y p cp •p p ° 4 p°• �°° ° - •° I I III II Ig to. _I e j HORZ CUNT. ® BOTTOM - PROVIDE 24' KIN. IAPAND MARVTAIN 3' CLEIR FROM SOIL. :t . NATURAL SOIL OR_/ CUNPAC7FD RLL FOOTING STEP DETAIL Lu CE31925 EXP. 12/31/21 CITY OF LA QUINTA