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06-0836 (BLCK)Z. 1 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN:' Application description: Property Zoning: Application valuation:. Applicant: 06-00000836 50490 ORCHARD LN 772-050-015- - WALL/FENCE LOW DENSITY RESIDENTIAL 4666 Architect or Engineer: j Q BUILDING & SAFETY DEPARTMENT D - IN, BUILDING PERMIT. 1 % 2.006 u(� --------------------------------------------------- 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 e, an y License is in full force and effect. License C ss:/B cense No.: 74074 - Dat ontracto 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).: , (_ 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 1, 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 foi which this permit is issued(Sec. 3097, Civ. C.). Lender's Name: Lender's Address: r LQPERMIT Owner. LAllil9:dTA STANSFIELD �� O P , 0. Box 1716 FyU114 GE LA QUINTA, CA 92253 Contractor: SPARKS CONSTRUCTION, INC P.O. BOX 1716 LA QUINTA, CA 92247 (760)771-1941 Lic. No.: 674074 - - - ----WORKER'S COMPENSATION DECLARATION )ICE (760) 777-7012 FAX (760) 777-7011 ONS (760)-777-7153 Date: 4/11/06 I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain acertificate 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 STATE FUND Policy Number 0000348-2005 _ 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 Codg-Jshall fortbwf r%omply with those provisions. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERA IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES U 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 f 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. - p I . Each person upon whose behalf this application is made, each person at whose request/and for whose benefit work is performed under or pursuant toanypermit 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. Jr I certify that I have read this application and state that the ab ov' ' ormation is c rrect� I agree to comply with all city and county rdinanc and state la ing to buildi construction, and h reby authorize representatives of this cggKty�enter gpon thea e -mention d. prope�or inspection purpo s! Application Number .06-00000836 .' Permit . . . . . WALL/FENCE PERMIT` Additional desc . Permit Fee . . 63.00- Plan Check Fee 00 Issue Date t Valuation 4000 Expiration Date 10/08/06 Qty Unit Charge Per Extension BASE .FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 Special Notes and Comments 160 LN. FT: RET WALLS PER ENG: PLANS. 6FT Other Fees . . . ... . . . . HOURLY PLAN CHECK 245.00 Fee summary Charged Paid Credited Due Permit Fee Total 63:00 .00 .00 63.00 . Plan Check Total .00 .00 .00 .00 Other Fee Total 245.00 .00 .00 245.00 Grand Total 308.00 -.00 .00 308:00 LQPERMIT - - 'Bin-#� X 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 Trackin , Sheet Perms#'`. `�� Project Address:'s 0 C(qO ©��f j �` Owner's Name: 57A'v S F I ce A. P. Number: Address: Legal Description: %2 2 City, ST, Zip: Z i SC Contractor- P5R* -ICS (!�o ,� S?t i N Address: m g o .(� 1 Telephone: ? -a-awe °" Project Description: City, ST, Zip:(q, �7 Z Z '� :, �o o ` /f Telephone:. -7r? l t State Lic. # : /0 7 Y6 %�. city Lic. #:2 �l Arch., Engr., Designer: J 5 (�, (N c_ Address: ? ?j 9(0 0 �4�`f✓ (l City, ST, Zip: �� fit— .tet 2 Z(p O . Telephone: s & State Lic. #: Name of Contact Person: N/V ` tly .:51 +e_z- Construction Type: Occupancy: Project type (circle on New Add'n Alter Repair Demo Sq. Ft.: #Stories: #Units: Telephone # of Contact Person:o0 Estimated � Value of Project: 6 e7pp APPLICANT: DO NOT WRITE BELOW THIS LINE, # Submittal Req'd Recd TRACKING PERMIT FEES 2 Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed; ready for corrections -4// y Plan Check Deposit Truss Calcs. Called Contact Person $PAM*1/.,f Plan Check Balance Energy Cates.. i Plans picked up Construction Flood plain plan Plans resubmitted or Mechanical Grading;plan 2°" Review, ready for correctionsfissue w 5lectrical Subcontactor List Called Contact Person m5t:� II Z/ Plumbing - Grant Deed Plans picked up H.O.A. Approval Plans resubmittedGrading IN HOUSE:- ''" Review; ready for corrections/is$1Y Developer Impact Fee Planning Approval . Called Contact PersonA.I.P.P.' Pub. Wks. Appr Date of permit issue s School Fees Total Permit Fees rri � CITY OF LA QUINTA PLAN CHECK CORRECTION LIST ESSI Shahandeh April 4, 2006 45-175 Panorama Dr. #F Palm Desert, CA 92260 PLAN CHECK NO. 06-,836 SECOND CHECK/ APPROVED ADDRESS 50-490 Orchard Ln. OCCUPANCY U SCOPE OF WORK Retaining Wall TYPE -OF -CONST. V -N PLAN CHECK FEE 3 Hours The submitted plans and specifications have been reviewed by the VCA COCE GROUP. In our professional opinion the plans are in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTA and the State of California Amendment. APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING APPROVALS/CLE S�ROI C71)-E1=T PARTMENTS, AGENCIES, AND ASSOC S, AND THE FOLLOWING CONDITIONS., 1. Applicant to pay plan check fee of 3 hour's for review of retaining wall plans. Plans checked by: Hue C. Luu PE VCA CODE GROUP 2200 W Orangewood Ave, Ste 155 Orange, CA 92868 (714) 363-4700 ext. #752 VCA File No. LQ -18328 ESSI SHA HA MEHCMLV61) VEER. t, 45175 Panorama Dr., Suite"E" Telephone (760) 340-5597 Palm Desert, CA 92260 Fax (760) 340-1121 Retainning Wall Design For . The Estancias, Lot 4 ` .La Quints; CA CITY OF LA QUINTA BUILDING & SAFETY DEFT. APPR VED { FO CONST UCTION DA f l c� a D� HA ego Date: ,February 21, 2006 .Design by: Essi JN: 218.00 oq; OVE8s^��� Revised: March 20, 2006 Li d4 rt F o.�2?/ EB -,p' ' ESSI SHAHANDEH, CIVIL ENGINEER 45-175 Panorama Dr. Suite E: Palm -Desert, CA 92260, and enter your title block+, :' information. Title THE ESTANCIAS, LOT 4 • ' Job # .218 Dsgnr. ESSI Date: FEB 12,2006 Description.... 8WALL, 7.5' RETAINNING ' ' This Wall in File: S:\CIVILIPROJECTS 2006NESTANCIASNSTRL ' Cantilevered Retaining Wall Design RetainPro Professional 5.0.7,8 -Jul --99, (c) 1989-99 Criteria Soil Data Footing Strengths & Dimensions Retained Height = 7,50 ft Allow Soil Bearing = 1,500.0 psf • fc =` 2,000 psi Fy = 60,000 psi Wall height above soil= 0.50 ft Equivalent Fluid Pressure Method Min. As % _ 0.0018 Slope Behind Wadi , _ "0.00: 1 Heel Active Pressure = 35.0 psf/ft Toe Width = 2.25 ft Toe Active Pressure = 35.0 psf/ft - Height of Soil over Toe = 18.00 in Hee! Width' 5.50 Passive Pressure • = 250.0 psf/ft Sal Density = 110.00 pcf Total Footing Width = 7.75 Water height over heel = 0.0 ft - Footing Thickness = 12.00 in Footing1poil Friction = 0.300 Wind on Stem = 17.0 psf Soil height to ignore Key.W idth = 8.00 in for passive pressure = 0.00 in Key Depth - _ 26.00 in Key Distance from.Toe = 2.50 ft ` Cover @ Top ' = 2.00 in @ Btm.= '3.00 in 'Surcharge Loads Lateral Load Applied to Stern Adjacent Footing Load Surcharge Over Heel . = 0.0 psf Used To Resist Sliding & Overturning Lateral Load = 0.0 #!ft Adjacent Footing Load = 1,000.0 lbs Surcharge Over Toe = 0.0 psf _•• Height to Top = 0.00 ft Footing Width = _ 2.00 ft Used for Sliding & Overturning' --.Height to Bottom = 0.00 ft Eccentricity = 0.25 in Axial Load Applied to Sterr>I Wall to Fig CL Dist = 3.50 ft Footing Type Line Load A)dal Dead Load = 0.0 IbsBase Above/Below Soil .• _ i - .. 0.0 ft A)dal Live Load 0.0 lbs at Back of W a♦I A)dal Load Eccentricity " = 0.0 in Seismic Load Kae for seismic earth pressure = 0.662 Added seism_ is base force 1,528.4 lbs Ground Acceleration = 0.400 g Ka for static earth pressure Using Mononobe-Okabe / Seed -Whitman procedure,Difference: Kae - Ka 0.385 Ds?Si n Summary. • Stem.Construction Top stem Total Bearing Load _ 7,166 lbs Design heightft= . Stem pp .resultant ecc. _ 8.23 in Wall Matefial Above"W., = Masonry ' Sal Pressure @ Toe = 1,415 psf OK Thickness = 12.00 - Sal Pressure @Hee! = 434 psf OK Rebar Size _ # 5 Allowable = 11500 psf Rebar Spacing' _ 32.00 -' Soil Pressure Less Than Allowable Rebar Placed at = ''Edge - ' ACI Factored @ Toe1 - ,792 psf Design Data ACI Factored @Hee! = 549 psf fb/FB + fa/Fa 0. 921 = - , Footing Shear @ Toe _ 25.8 psi OK Total Force @ Section lbs = 863.3 ' FootingShear Heel = @ 29.6 psi OK Monent...Actual ft-#= 1,493.3 _ " Allowable - 76.0 psi Moment_... Allowable = 1,622.0 Wall Stability Ratios _ Shear..... Actual psi = 8.6 ' Overturning = 2.78 OK Shear..... Allowable psi = 19.4 ' Sliding = 1.52 OK • Bar Develop ABOVE Ht. in = 25.00 Sliding Cafes (Vertical Component NOT Used) Bar Lap/Hook BELOW Ht in= 721 ' Lateral Sliding force ' _ 2,948.3 lbs Wall Weight = 124.0 less 100% Passive Force= - 2,722.2 lbs Rebar Depth 'd' in = 9.00 less 100% Friction Force = - 1,916.2 lbs Masonry Data Added Force Req'd = 0.0 lbs OK fm _ Ps = 1,500 ...for 1.5: 1 Stability = 0.0 lbs OK Fs psi = 20,000 Solid Grouting = yes Footing Design Results Special Inspection = No Modular Ration' = 25.78 Toe Heel Factored Pressure = 1,792 549 psf Short Term Facts - 1.000 Equiv. Solid Thick. in = 11.60' Mu': Upward = 0 0 ft-# Mu':- Downward ' Masonry Block Type = Medium Weight ' = .. 0 0 ft-# Concrete Data ` Mu: Design = 2,539 2,539 ft-# fc Psi _ Actual l -Way Shear = . 25.82 29.57 psi FY psi = Allow 1 -Way Shear= 76.03 76.03 psi Toe Reinforcing # 4 Other Acceptable Sizes & Spacings = @ 13.25 in Hee! Reinforcing = #4 @ 6.50 in Toe: #4@ 13.25 in, #5@ 20.50 in, #6@ 29.00 in, #7@39.25 in, #8@ 4825 in, #9@ 4 Key Reinforcing = # 4 @ 22.25 in Heel: #4@ 11.75 in; #5@ 1825 in, #6@ 25.75 in, #7@ 35.25 in, #8@ 46.25 in, 99@ 4 . Key. #4@ 22.25 in, #5@ 34.50 in, #6@ 48.25 in, #7@ 48.25 in, A ESSI SHAHANDEH, CIVIL ENGINEER Title THE ESTANCIAS, LOT 4 45-175 Panorama Dr. Suite E', Job # 218 Dsgnr: ESSI Date: - FEB 12,2006 Palm Desert, CA 92260 4.' Description.... and enter your title block 8' WALL, 7.� RETAINh`ING r information. This Wallin File: S:\CIVIL\PROJECTS 2006\ESTANCIAS\STRL Cantilevered Retaining Wall Design RetainPro Pro•_•essional 5.0.7.8-Jul-99, (c)1989-99 Summary of Overturning & Resisting Forces & Moments +- .....OVERTURNING...... ....RESISTING..... Force Distance Moment Force Distance' Moment Item lbs; ft ft-# lbs ft ft-# Heel Active Pressure. _ 1264.4 2.83 3,582.4 Soil Over Heel - _ -3,712.5 .' 5.50 20,418.8 Toe Active Pressure -109.4 0.83 -91.1 Sloped Soil Over Heel = i Surcharge Over Tae _ Surcharge Over Hee! _ Adjacent Footing Load = 256A 5.82 1,493.3 Adjacent Footing Load = 426.6 5.50 " 2,357.1 Added Lateral Load = Abal Dead Load on Stem = 0.00 ' Load @ Stem Above Soil = 85 8.75 74.4 Soil Over-Toe SeismicLoad = 1,528.4 5.10 7,795.0 = Surcharge Over Toe 371.3 1.13 417.7 Total = 2,948.3 O.T.M. 12,853.9 Stem Weight(s) Earth @ Stem Transitions _ 495.0 2.75 1,364.0 m Resisting/Overturning Ratio = 278 . Footing Weight. = 1,1E2.5 3.88 4,504.7 Vertical Loads used for Soil Pressure =, 7;165.9 lbs Key W eight = 2116.7 2.83 613.9 Vertical component of active pressure used for soil pressure Vert Component = 7?8.4 7.75 . 6,032.7 Total = 7,1E5.9 lbs R.M = 135,708.8 12, C.M.U., SLD. GROUT - f'm= 1500. psi, Fy= 40000. psi #5 @ 32.' Vert @ Edge ♦ - + , ' I . 00 III -III -III -III- I - ' I IIS -III -III -III-/ _ , • -Ill-III-III-III / � , 111 -III -III N III—III=III=III 18EEL (top) 1 #4 @ 11.75' o•c.. �_ .' ° :. n :. - . •, I #4 H❑RIZ. AS SHOWN '— 4L.' ' • �- ?� TOE (bottom) , #4 @ 13.25' o,c,- KEY #4 @ 22.25' o,c. r 4'-3- 5'-6 �s RETAINING WALL NTS NOTE: Ca(- OSHA pe.rmi-t is.. 'required for, excavation axc�eeding 5'=0" -in height',