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13-0380 (SFD)•`'P.O;;,(30X 1504 4 • �� 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 13-00000380 Property Address: 78331 DEACON DR W APN: 770-210-028- - - Application description: DWELLING - SINGLE FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 416055 Applicant: Architect or Engineer: �\\ V ----------------- 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 Bus' ness-a ssionats Code, and my License is in full force and effect. License Class: B License No.: 894119 Date �� Contract6r: OWNER -BUILDER DECLARATION I hereby affirm under penalty o rjury I am exempt from the Contractor's State License Law for the following reason (Sec. 7031. , 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 155001.: (_) 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.). (_ 1 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 Name: to Lender's Address: Y c LQPERMIT Owner: SVENSSON PAUL A VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/05/13 Contractor: D SPENCER, JOSEPH+ ((�� U" [[� 2D 69599 TORTUGA STREET FSO CATHEDRAL CITY, CA 9223 (760) 485-7535 CITY OF LA QUINTA Lic. No.: 894119 FINANCE DEPT ----------------------------------------------- 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 EXF.MPT Policy Number EXEMPT -I certify that, in the performance of the work for which this permit is issued, 1 shall not employ a6y person in any manner so as to me bject to the workers' compensation laws of California, and agree that, if I sh�ld- a subj _t to the workers' compensation provisions of Section QQ.�C�/�/� 3700 of the Lab r�Cod shal forth comply with those provisions. Da�A / Applica��,J WARNING: FAILURE TO SEkMINAL KERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TOC PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the 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 in tion is correct. 1 agree to comply with all city and county ordinances and state laws relating to but ing cy s ucti n, and hereby authorize representatives of this county to enter upon the above-mentione roperty f (ins cti n urposes. Da �p Signature (Applicant or Age Permit . . . MECHANICAL Additional desc.. . Permit Fee . . . . 172.00 LQPERMIT Plan Check Fee . .. 43.00 Application Number . . . . . 13-00000380 ------ Structure Information NEW SFD 4637 SQ FT ----- Other struct info . . . . . CODE EDITION 2010 # BEDROOMS 4.00 FIRE SPRINKLERS 13D GARAGE SQ FTG 1242.00 PATIO SQ FTG 530.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 4637.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1749.00 Plan Check Fee 1136.85 Issue Date . . . . Valuation . . . . 416055 Expiration Date . . 2/01/14 Qty Unit Charge Per Extension BASE FEE 639.50 317.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 1109.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 217.14 Plan Check Fee 50..54 Issue Date . . . . Valuation 0 Expiration Date . . 2/01/14 Qty Unit Charge Per Extension BASE FEE 15.00 4637.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 162.30 1242.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 24.84 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 2/01/14 Qty Unit Charge Per Extension --------------------------------------------------------- BASE FEE ------------------ 15.00 Permit . . . MECHANICAL Additional desc.. . Permit Fee . . . . 172.00 LQPERMIT Plan Check Fee . .. 43.00 1 _. Application Number . . . . . 13-00000380 Permit . . . . . . MECHANICAL Issue Date . . . . Valuation . . . . 0 ' Expiration Date 2/01/14 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 9.0000 EA MECH FURNACE <=100K 18.00 2.00 11.0000 EA MECH FURNACE >100K 22.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 3.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 49.50 8.00 6.5000 EA MECH VENT FAN 52.00 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 224.25 Plan Check Fee 56.06 Issue Date Valuation . . . . 0 Expiration Date 2/01/14 Qty Unit Charge Per Extension BASE FEE 15.00 21.00 6.0000 EA PLB FIXTURE 126.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 4.00 6.0000 EA PLB ROOF DRAIN 24.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 13.00 .7500 EA PLB GAS PIPE >=5 9.75 1.00 15.0000 EA PLB GAS METER 15.00 -------------------------7-------------------------------------------------- Special Notes and Comments 4,637SF DWELLING/VB/RES-3/CLASS-A/13D [ENGINEERED] THIS PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL, SPA, WATER FEATURES OR FIREPITS. 2010 CALIFORNIA BUILDING CODES. June 11, 2013 2010:00 PM jjohnson ---------------------------------------------------7------------------------ Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 540.14 BLDG STDS ADMIN (SB1473) 17.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER - RES'. 942.00 ENERGY REVIEW FEE 113.69 . DIF FIRE PROTECTION -RES 433.00 GRADING PLAN CHECK FEE 15.00 DIF LIBRARIES - RES 344.00 MULTI -SPECIES (MSHCP) FEE 531.00 LQPERMIT - 1 LQPERMIT }h Application Number . . . . . 13-00000380 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF PARK MAINT FAC - RES 40.00 DIF PARKS/REC - RES 2048.00 STRONG MOTION (SMI) - RES 41.61 TUMF: RESIDENTIAL 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary ----------------- Charged ---------- Paid Credited Due Permit Fee Total 2377.39 ---=---------------- .00 ---------- .00 2377.39 Plan Check Total 1286.45 750.00 .00 536.45 Other Fee Total 9989.88 .00 .00 9989.88 Grand Total 13653.72 750..00 .00 12903.72 0 Tittf 4 4 �lu�'IA ��• . 13 . d3gp Gv P.O. BOX 1504 APPLICATION ONLY Building 7$-495 CALLE O Addres �O' lJP ft �/LA QUINTA, CALIFORNIA 92253 Owner BUILDING: TYPE CONST. OCC. GRP, Mailing A70 -;&0 - Ozg Address A.P. Number City Zip Tel. Le�De�rl tion�U^ �51r/ 6T 6S �E Z63/�6-y0 /7 i /// 8 0117151g p Contract r // Project Description �O Address E,s City Zip Tel. & Classif. ,.v ILic. # Designer city /-Ip state 9,ZZGO Lic. # LI ONTRACTOR'S DECLARATION I hereby affir at m tensed nder provisions of Chapter 9 (commencing with Section 7000) of D' 'Ion f the usin nd Professions Code, and my license is' full 1 ce and effect. SIGNATU DATE IZ OWNER -BUILDER DECLARATION I hjilrroflaffirm thaT I am exempt from the Contractor's License Law for the following reaso ec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisionsof the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company 0 Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (5100) valuation or less). 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, alter making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. 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 the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Sq. Ft. _ No. " No. Dw. Size ✓, 119 Stories Units NewX Add ❑ Alter ❑ Repair ❑ Demolition ❑ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE— Issued by: Validated by:— Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL 141 REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE— Issued by: Validated by:— Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE Date 7/30/13 No. 31753 Owner Duffield Address 78331 Deacon Dr. West City La Quinta Zip Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # No. of Units �tl l BDS� Q BERMUDA DUNES 'r Cn RANCHO MIRAGE b {� INDIAN WELLS d. PALM DESERT t}�LA QUINTAZRINDIO 770-210-028 La Quinta Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 78331 Deacon Dr. West 4637 Unit 6 RECEIVED Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 JUL 3 0 2013 Unit 5 Unit 10 Comments CITY OF LA QUINTA COMMUNITY DEVELOPMENT At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.20 X 4,637 S.F. or $14,838.40 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By C/C -1st Bank, Jody Jones Check No. 1068360 Bank Name/Recipient of Certificate Telephone Funding Residential By Dr. Gary Rutherford Superintendent Fee collected /exempted by Patricia Barbuzza Signature Payment Recd $0.00 $14,838.40 OveriUnder NOTICE: Pursuant to Government Code Sectior(06020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting Certificate of Occupancy w IX 0KPQkA= 1W Gam. G � ]IF Community Development Department This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the California Residential Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 78-331 DEACON DR W Use classification: SINGLE FAMILY DWELLING Building Permit No.: 13-0380 Occupancy Group: R_3 Type of Construction: VB Land Use Zone: RL Code Edition: 2010 Sprinkler Installed: YES Sprinkler Required: YES Owner of Building: SVENSSON, PAUL A Address: 508 HOLLY CIRCLE City, ST, ZIP: WAYZATA, MN 55391 GREG BUTLER By: KIRK KIRKLAND Building Official Date: MARCH 10, 2014 POST IN A CONSPICUOUS PLACE RECORDING REQUESTED BY: Lawyers Title Company 3480 Vine Street Suite 100 Riverside, CA 92507 AFTER RECORDING RETURN AND MAIL TAX STATEMENTS TO: Albert W. Duffield Aldev, LLC PO Box 4080 Incline Village, NV 89450 Order No. 612685088/11 DOC # 2013-0237056 05/17/2013 04:21 PM Fees: $21.00 Page 1 of 3 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder "This document was electronically submitted to the County of Riverside for recording— Receipted by: CARAGON SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT, BARGAIN AND SALE DEED The undersigned grantors declare: APN: 770-210-028-3 Documentary transfer tax is $0.00 ❑ Computed on the full value of property, ❑ Computed on the full value less the value of liens and encumbrances remaining thereon at the time of sale, or ■ Exempt. (The grantor and the grantee in this conveyance are comprised of the same parry who continues to hold the same proportionate interest in the property, R & T 1 1925(d).) The undersigned Grantor declares: That Albert W. Duffield, a married man as his sole and separate property, for valuable consideration, receipt of which is hereby acknowledged, does hereby Grant, Bargain, Sell and Convey to Aldev, LLC, a California limited liability company, all that real property situated in the County of Riverside, State of California, commonly known as 78331 Deacon Drive West, La Quinta, California, being more particularly described as follows: H LOT 14 OF TRACT NO. 28611, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 269, PAGES 12 THROUGH 17, INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. D C t—N r,- o. ASSESSOR'S PARCEL NUMBER: 770-210-028-3 [SIGNATURE ON FOLLOWING PAGE] a rl JUL 3 0 2013 crry OF LA Page 1 of 2 coMMy/V l � E � LOPM /^`teaENT _ "CLINE LAW 4HUUP Public Record -Created t5y, d1johnson Printed. 7/j0/2013 11.29M All Fbi L DOC #2013-0237056 Page 2 of 3 05/17/2013 04:21 PM &OVERNMENT COLE 27361.7 L CER i IFY UNdER PENALTY OF PERJURY THAT THE NOTARY SEAL ON i HE DOCuf�iEi�lT To k i/HICH THIS STATEkEN T Z5 A71—ACHED READS AS FOLLOWS: NAME OF NOTARY: 1 \CLAJ � ►�-e ICU S COMMISSION NO: PLACE OF EXECUTION: DATE COMMISSION EXPIRES: i IAANUFACTU'.ER/!!ENDER NO: SIGNATURE: v DATE: 5117//,3 Public Record •- _...Z DOC #2013-0237056 Page 3 of 3 05/17/2013 04:21 PM TOGETHER with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in any way appertaining. r Al ert W. Duffield STATE OF ) ):ss. COUNTY OF q1 On , 2013, before me, %-)I�.DQ &-) ff ` _ , personally appeared ert W. Duffield, who proved tome on the basis of satrsffifory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of eV &I that the foregoing is true and correct. WITNESS my band and official seal. WUMCORNELIUS NOTARY PUBLIC STATE OF NEVADA Apel. Na 07�n2 Signature eal)�a»a MAIL TAX STATEMENTS AS DIRECTED ABOVE Page 2 of 2 '4W-1hC1.1N1: 1,%%V GROUP Public Record Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778 March 15, 2013 Mr. Al Duffield c/o Jones Development 48627 Vista Tierra La Quinta, California 92253 Subject: Geotechnical Update Project: Duffield Residence Lot 14 — Deacon Drive West Tradition Golf Club La Quinta, California Project No. 544-13055 13-03-088 Ref: Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated July 30,1997; Project No. 522-6138G1 Geotechnical Update report prepared by Sladden Engineering dated December 12, 1996; Project No. 444-6130 As requested, we have reviewed the referenced geotechnical reports as they relate to the design and construction of the proposed Duffield residence. The project site is located on lot 14 Deacon Drive West within The Tradition Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood - frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the initial rough grading of the Tradition Golf Club project site. The rough grading included over -excavation and/or recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced grading report along with the compaction test results. The referenced reports include recommendations pertaining to the design and construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure fni,nrtatinn- r- - MAY 15 2013 CITY OF LA QUINTA COMMUNITY DEVELOPMENT CITY OF LA QU IIATA BUILDING & SAFETY DEPT. APPROVED FOR CONSThR,UCTIOI DATE 1 March 15, 2013 -2- Project No. 544-13055 13-03-088 Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1800 psf and 2000 psf, respectively. Allowable increase of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Increases in allowable bearing pressures may be realized with increased footing size. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.48 between soil and concrete may be used with dead Joad forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings, which are placed against properly compacted native soils. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Because the lot has been previously graded, the remedial grading required at this time for the proposed residence should be minimal. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC). The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2010 CBC Seismic Design Parameters are summarized below. G-1-ry OF LA QUINTA Rt_nLnING & �APPW DEPT. OR COt�TRUCTV? DATE Sladden Engineering March 15, 2013 -3- Project No. 544-13055 13-03-088 Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.5): D Ss (Figure 1613.5.1):1.50g S1 (Figure 1613.5.1):0.60g Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-36 {Fa X Ss)):1.50g Sm1 (Equation 16-37 {Fv X Si)): 0.90g SDS (Equation 16-38 12/3 X Sms)):1.00g SD1 (Equation 16-39 (2/3 X Sm1)): 0.608 Seismic Design Category D In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site soil is generally considered non- corrosive with respect to concrete. The testing indicated soluble sulfate content of 10 ppm (0.001 percent) that corresponds with the "negligible" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes is not required. We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEEF BRETT L. F p ANDERSON G, rnBrett L. Anderson '+' E -V. 9/30/14 CIVIL Principal Engineer ENGINEERING SER/gvm r` Copies: 4/ Mr. Al Duffield c/o Jones Development ,.T�l OF LA Qu TA DEPT. BUILDING &SAF D PPRP CON�UCTIGN DA Sladden Engineering Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: March 14, 2013 Account No.: 544-13055 Customer: Mr. Al Duffield . Location: Traditions, Deacon Drive West, Lot 14, La Quinta Sulfate Series Analytical Report Soluble Sulfates Soluble Chloride per CA 417 per CA 422 ppm ppm 10 60 CITY OF LA OUIIVTA 6'I.JM—AD ING & � TABLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURE CO.NDMONS TABLE 19-A-3—REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE -;CONTAINING SOLUTIONS MINIMUM.! c, MAXIMUM NOR/AAL'-WEIGHT AND . WATER-CEMENtMOUSIG"EIGHI'.: AGGREGATE -CONCRETE, MATERIALS` RA710;'BY.:' WEIGHT,' N0RiAAL-.WEIGHT x 0.00689 for MPa EXPOSURE CONDITION AGGREGATE CONCRETE Concrete intended to have low permeability when SULFATE EXPOSURE WATER-SOLUBLE SULFATE �SOP+I IH SOIL, PRGEHTAGE BY WEIGHT exposed to water 0.50 4,000 Concrete exposed to'freezing and thawing in a moist x 0.00689'tor MPa. Negligible condition or to deicing chemicals 0.45 4,500 For corrosion protection for reinforced concrete Modcrate2. exposed to chlorides from deicing chemicals, salts or 150-1,500 II, LP(MS), IS brackish "water, orspray from these'sources 0.40 5,000 TABLE 19-A-3—REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE -;CONTAINING SOLUTIONS A lower water-ccmentiuous materials rano or higher strength may be required for low permeabilityor forprotection against corrosion'of embedded items or freezing and thawing ('fable 19-A-2). ZSeawater. 3po=citan that has been determined by test or service record to improve sulfate resistance when used in concrete con- tairiing Type V cement. rls:T± A �SaFFV D T. E` 03�>` (P� �V ED FOB CONSUCTION DATE UGHTWEIGHT NORMAL -WEIGHT :AGGREGATE AGGREGATE CONCRETE SULFATE EXPOSURE WATER-SOLUBLE SULFATE �SOP+I IH SOIL, PRGEHTAGE BY WEIGHT SULFATE (SO4) IN WATER, ppm CEMENT TYPE Maxlmum`Water- Cemnntlttous Matedala°Ratlo,bq�. Wel,K Normal Wel47tit° Aggregate Concretes 11'Normal- yselghland • ,Llghtwilght' Aggrbgale. Concreta,, pi ll ' ' x 0.00689'tor MPa. Negligible 0.00-0.10 0-150 Modcrate2. 0.10-0.20 150-1,500 II, LP(MS), IS 050. 4,000 (MS) Severe 0.20-2.00 1,500-1'0,000 V 0.45 4,500 Very scvete Over 2.00 Ovcr 10,000 V plus 0.45 4,500 ' pozzolan3 A lower water-ccmentiuous materials rano or higher strength may be required for low permeabilityor forprotection against corrosion'of embedded items or freezing and thawing ('fable 19-A-2). ZSeawater. 3po=citan that has been determined by test or service record to improve sulfate resistance when used in concrete con- tairiing Type V cement. rls:T± A �SaFFV D T. E` 03�>` (P� �V ED FOB CONSUCTION DATE Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 May 9, 2013 Project No. 544-13055 13-05-164 Mr. Al Duffield RECEIVEDc/o Jones Development 48627 Vista Tierra La Quinta, California 92253 ,- MAY Y 5 2013 Project: Duffield Residence CITY OF LA QUINTA Lot 14 — Deacon Drive West COMMUNITY DEVELOPMENT Tradition Golf Club La Quinta, California Subject: Foundation Plan Review Ref: Geotechnical Update report prepared by Sladden Engineering dated March 15, 2013; Project No. 544-13055, Report No. 13-03-088 As requested, we have reviewed the Foundation Plans and Details prepared by ESI/FME, Inc. for the proposed custom residence. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Update as well as the `previous geotechnical reports have been properly incorporated into these plans. If you have questions regarding this memo, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING. r \. BRETT L. Brett L. Anderson C' No. 9 4P• 9/30/14 Principal Engineer CIVIL ENGINEERING Letter/gvm TFoc Copies: 4/ Jones Development CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION