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13-1374 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 66 13-00001374 55765 CHERRY _HILLS 775-170-016- - - DWELLING - SINGLE FAMILY LOW DENSITY RESIDENTIAL 397070 T4',!t 4 4 0" Architpct Engineer: A/Z_ BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: BILL & JUDY BRITT 55765 CHERRY HILLS D e LA QUINTA, CA 92253 JUN 18 201i408Ccntractnr: Lic. No.: OOR SQUARE FOOT ------------------ 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 Professwnels Code, and my License'is in full force and effect. License Class: B ,�, /� Ucense.No.: 762889 nate i'1 ly contractor:IM-411" VElLAV1_ OWNER -BUILDER, DECLARATION I hereby affirm under penalty of perjury'that I am exempt fromtheContractorls�State License Law for -the following reason (Sec: 7031.5, Business°and Professions Coder 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 icommencing 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 penaltydf'not more than -five hundred dollars (8500)-: (_ 1 1, 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`forsale (Sec. 7044,:8uslness and Professlons: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 notintendedor offered forsale: If, however, the building of 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 Lew 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 Licensedew.). :Lam exempt under. Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION, LENDING AGENCY I herebyaffirm 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: FEDDSRLY &ASSOCIATES filI�P1%4 .38747 NOPALES ROAD PT. PALM DESERT, CA 92211 (760)773-5205 Lic. No.: 762889 VOICE (760) 777-7012 FAX (760) 777-70.11 INSPECTIONS (760) 777-7153 Date: 2/04/14 ------------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm_ under penalty of perjury one of the following declarations: _ I haveand will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the tabor Code, for the performance of the work for which this permit is r/1 issued. 1 11 /I have and will maintain workers' compensation Insurance, as required by Section 3700 of the.Labor Code, for the performance at the worktor which this permitis.issued. My workers' compensation insuranoe,carrier'and policy number -are: Carrier; EVEREST INS Policy Number 760000440081 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-Cod1 ee,,.I shall �fortthw. ith comply with those provisions. Date V (, (� APPlicent: t'/Y 1�C�iCL 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 0100,000). 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.1swed as a result of this application; the owner, and the applicant, each agrees to, and shall deterxl,.indemnify and hold'harmless the. City of La Quints, 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 ifwork is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days°will subject permit to cancellation: I certify that I have read this application and state that the above information is correct. I agree to comply with all. city and county ordinances and, state laws relating to building construction; and hereby authorize representatives of this county to,enter upon the above-mentioned property for inspection purposes. Dater 11 �� Signature (Applicant or Agent):, Application Number . . . . . 13-00001374 Permit. . . . BUILDING 2013 Additional desc . Permit Fee 684.31 Plan Check Fee .00 Issue Date Valuation . . . . 39-7070 Expiration.Date 8/03/14 Qty Unit Charge Per Extension BASE FEE 573.43 198.00 .5600 THOU BLDG $200,001-$1M 110.88 Permit. . . . ELECTRICAL. 2.013 Additional desc . Permit Fee. 263_.62 Plan Check Fee .00 Issue Date . . . . Valuation 0 Expiration Date 8/03/14 Qty 'Unit Charge Per Extension .0.0 23.8300 LS ELEC FIXTURES., FIRST 20 .00 1.00 23.8300 EA ELEC SERVICES 23.83 1.00 23.8300 EA ELEC TEMP POWER POLES 23.83 1.0'0 143.0000 LS ELEC NEW RES, FIRST 1 KSF 143.00 6.00 12.1600 EA ELEC NEW RES', ADD -L 1 KSF 72..96 Permit. . . . MECHANICAL.2013 Additional desc . Permit Fee . . . . 333.70 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 8/'03/14 Qty Unit Charge Per Extension 3.00 35.7500 EA MECH FURNACE 107.25 3.00 35.7500 EA MECH CONDENSER/COMP 107.125 9.00 11.9200 EA MECH VENT FAN 10.7.28 1.00 11.9200 EA MECH EXHAUST HOOD 11.92 Permit. . . . PLUMBING 2013 Additional desc . Permit Fee . . . . 417_.19 Plan Check Fee .00 Issue Date . . : Valuation . . . . 0 Expiration Date 8/03/14 Qty Unit Charge Per Extension 23.00 11.9200 EA PLBG FIXTURE/TRAP 274.16 1.00 11.920.0 EA PLBG BUILDING SEWER 11.92 LQreRMrr Application Number . . . . . 13-00001374 Permit . . . . . . PLUMBING 2013 Qty Unit Charge Per Extension. 5.00 11.9200 EA PLBG ROOF DRAIN 59.60 2.00 11..9200 EA PLBG WATER HEATER/VENT 23.84 1.00 11.9200 EA PLBG WATER INST/ALT-/REP 11.92 1.00 35.7500 LS PLBG GAS SYS; 5+ OUTLETS 35.75 ----------------------------- ---------- Special Notes and Comments ------------------- - $1,000 DEPOSIT TAKEN UNDER BLDG PC 1M+ BY MISTAKE - BLDG PC 200K -1M BASE FEE SUBTRACTED FOR DIFFERENCE, TOTAL BUILDING PLAN REVIEW FEE: $1468.23. .December 17, 2013 9:42:10 AM AORTEGA -----------------:-_---------------------------------------------------- Other Fees . . . . . . . ART IN PUBLIC PLACES -RES 496.74 BLDG SIDS ADMIN (SB1473) 16.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER - RES 942.00 DIF FIRE PROTECTION=RES 433.00 GRADING PLAN CHECK FEE .00^ DIF LIBRARIES - RES 344.00 MULTI -SPECIES (MSHCP) FEE 1278.00 PLAN CHECK, ELECTRICAL 105.85 DIF PARK.MAINT FAC - RES 40.00 PLAN CHECK, MECHANICAL 190.68 PLAN CHECK, SFD GRADING 143.00 PLAN CHECK, PLUMBING 395.73 DIF PARKS/REC _ RES 2048.00 BLDG PC 200K -1M 468.23 BLDG PC 1M + 1000.00 STRONG MOTION (SMI) - RES 39.87 TUMF: RESIDENTIAI, 1276.80 DIF STREET MAINT FAC -RES 116:00 DIF TRANSPORTATION - RES 2842.00 Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total I.QMRMIT Charged Paid 1698.82 .00 .00 .00 12304.90 1000.00 14003.72 1000.00 Credited Due .00 1698.82 .00 .00 .00 11304:90 .00 13003..72 Lbs' IU — PCq A W e -<S ' P.O. BOX 1504 luilding78-495 CALLE TAMPICO id= 56__7b,19 ew I I LA QUINTA, CALIFORNIA 92253 Owner ?-? (l t -I - Mailing Address ( - city (� Contractor L 1 _. P4 w% Y r 2211 71u0 -173 -5106 StateLii. ����� City 1��� & Glassif. Lic. # DesiArcngner F -,PAA ,1 u '; I 3g'14� �IoI .ISS Rc� _1W -T7 3 -5240s I��'# `11-Z g g� I hereby a lice Kndar pr o heorer (commencing with Section of Dlvi ' 3 of the Bu i and Prat s an/a1G license is in lull force and 1 he y affirm that f am e�lsmpt from the Contractor'sJ9cense Lewfor the following reason: 1.5, Business end Pro/essfor. Code: Any city or c which requires a permit to construct, a r, Improve, demolish, or repair any struclure, poor to its issuance also requires the applicant for such permit to file a signed statement tirathe is licensed pursuant to the provlsrons o/the Contrec- tor's,Ucense Law, Chapler:g (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and Ile basis forthe alleged xemption: Any violation of Section 7031.5 by.any applicant lora pemtit subjects tie applicant to a civil penalty of not more than'tive hundred dollars (5500). 01, 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 nolapply.10 ,an ownero/property who builds or Op thereonand who does such work himself or throgh his own employyeees, provided That such Improvements are nor intended or offered /or sale. 7, however, the building onlmprovement Is sold within one year of completion, the owner builder wiff have the burden of proving that he did not build or • improve forthe purpose of sale). ❑ I, as owner of the property, am exclusively contracting w@h licensed contractors to construct the project. (Sec. 7044, Business and Pro/essions Code: The Contractor's License Law does not appy to an owner o/ property who builds or i rigoro the eon, and who contracts for such projects with a contractors) licensed pursuant ro the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I herebyy affirm that I have a certificate of consent to self -insure, or a certificate of Worker's. Compensatian Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company 11popyis filed wfth,the city. ❑ Certfed copy is hereby furnished. CERTIFICATE OP EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (rhis section need not be completed If the permitis for one hundred dollars ($100) valuation or Isss). I certlly 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., 11 after making this Certificate of Exemption you should become sup)ect 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 perink 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 H 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 bullding 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 APPLICATION ONLY BUILDING: TYPE CONST. Y OCC. GRP R A.P. Number —7-75 110 — O 1/ e Legal Description ProjectDescription ✓ I m le, �I I U WSA; 66e (d v ✓ t1a Sq. Ft. I �, t j 14 No. f No. Dw. l Size "T 1 "( -1 Stories Units I New' Add ❑ Alter ❑ Repair❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. b Plan Chk. Bal. Const. Mach. Electrical Plumbing &M.I. Grading Driveway Enc: Infrastructure Ci� 1 PT TOTAL ( Ub CONTACT INFORMATION NAME: PHONE: ZONE: BY.. Minimum Setback Distances: Front Setback from Center Line — Rear Setback from Rear Prop. Line Side Street Setback from Center Una Side Setback from Property Line — FINAL DATE Issued by: _ Validated by: Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 Fax (760) 398-1224 This Box For District Use Only DEVELOPERTEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATIONAMOUNT: COMMMID.AMOUNT: DATE:: RECEIPT: CHECK#: Tn77AL8 CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Bill & Judy Britt: (Residence @ PGA West)` Date: June 17, 2014 Owner's Name: Phone No. Project Address: 55-765 Cherry Hills, La Quinta, CA Project Description: APN: 775470-016 Family Dwelling Tract #: Type of Development: Residential XX Commercial Total:Square Feet of Building,Area: _4,424 Sq. Ft. Lot #'s: Industrial. Certification of. Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: lY (�'� �"� Signature: , SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE, BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING. (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code Project Agreement Existing Not Subject to Fee 65995 Approval Prior -to 1/1/87 Requirement Noted 4,424 Per The 1986 Sunrise Agreement this residence is limited to a fee of $628.00 per unit $628.00 Building Permit ApplicationCompleted: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Leticia Torres, Facilities Analyst SignLure: Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January A, 1997, requires that fbkDiSErict provide (1) a written notice to the project appellant, at the time of payment of?sehool fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees,and (2) the:amount of the fees. Therefore, in accordance with section 66020 of the Government, code and other applicable law, this Notice shall (serve to advise you that the 90 -day protest'period.in regard to such Fees.or the.validity thereof, commences with the payment of the fees or`performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whetherpayable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As In the latter, the 90 days starts on the date hereof. This Certificate of Compliance Is valid for thirty (30) days from thedate of Issuance. Extension'will begranted only for good cause, as determined by the School District, and up to three (3) such°extensions may be granted. MV:c/Inydocs!devfees/certificate ofcompliancefonn updated 3-2007 11/2010 PGA WEST. RESIDENTIAL ASSOCIATION, INC. December 16, 2013 Mr. & Mrs. William Britt 6460 Tanagers Point: Excelsior, MN 55331 Re: Custom Home to be built at. 55-755 Cherry Hills. La Quinta Dear Mr. & Mrs. Britt, The Architectural Committee welcomes your custom home development plan and has reviewed your Architectural Variance Submittal package consisting of a complete set of Architectural, Structural, Mechanical, Site, and Landscape/Irrigation plans revised as of November 18, 2013, all prepared by Fedderly and Associates. Upon receiving your City of. La Quinta approved set of drawings and permit, please provide us with two copies for our files and final processing. We appreciate your cooperation in submitting this request for approval. If I may be of further assistance, please contact me at the -HOA office, (760) 7714234, Extension 15.. Cordially, Ke*.Glliar Operations Manager For the Architectural. Committee KM/bvf Cc: Architectural Committee 54-320 Southern Hills, La Quinta, California 92253-5665, Telephone 760-771-1234 FAX 760-771-5125 RE('^RDh1v RLQUESTED BY: EQL. i Y TITLE COMPANY AMID WHEN RECORDED, MAIL TO: William C. Britt 6460 Tanage Toint Excelsior, MN 55331 DOC N 2005-0313123 04/21/2006 08:00A Fee:7.00 Page t.af 1 Roo T Tax Pald Recorded In Offloial Records County of'Rlvers'ide Larry W. Ward Assessor, County Clerk 8 Recorder f 111[11111111111111,11111 111r111111 Jill BONW 1 :1 - N NORMENEMMEMMI mom . -6) GRANT DEED 122.0 - Ca?5 ASSESSOR'S PARCEL NO.: 775.170-016-4 The undersigned Grantor(s) declare that the DOCUMENT TRANSF R TAX IS: TITLE ORDER NO.; RV0595677 $ 632.50 County ESCROW NO.: 2421.1-004 XX' compu9d do the full value of the interest of pioperty conveyed, or computed on the full value less the value of liens or encumbremaining thereon at the time of sale. ia& OR transfer is EXEMPT from tax For the following reason: FOR A VALUABLE,CONSIDERATION, receipt of which is hereby acRnowledged, DFC X PB Realty Investments, a California Corporation C 132013 comM Po x, L4 QU herebyGRANT(S) to William C. Britt and Judith L. Britt, Husband and,Wifo as Joint.Tcuants �Dwii pmeftA all that real property situated in the City of La Quinta, County of Riverside, State of CA. described as: Lot 16 of Tract 25397, in the City of La Quinta, County of Riverside, State ofCalifornia as per, map -recorded. in Book 218, Pages 20 through 25, inclusive of Maps, in the office of the County Recorder of said County Dated March 25, 2005 State of Califo is } County of , Onfr ; Before me. a ' Notary Public Personally appeaied 7�ex_C.o to me (or provided to me on the basis of satisfactory evidence) to be the person(s) whose names) Ware subscribed to the within instrument and acknowledged to me that.he%he/they executed the same in. histher/their authorized capacity(ies), and that by his[her/their signature(s) on the, bmt ument the person(s) or .the entity upon behalf of which;the persons) acted, executed dwinstrument. WITNES ny hand anjijafficial w Signature MAIL TAX STATEMENTS TO: William C.,Britt 6460 Tanagers.Point Excelsior,;MN 55331 PB Realty 1 vestments, a Califomia.Corporation Je.. e,Rl' des, 'President JUDY5TINSON Commtsaion M 1301731 1 •a - Notary Pubw — caffamle Rlverllde County MY Comm. F.xplrea May 17,2005 (This area for offiicial.notary seal) 6'd ZZ98bLbZ96 11!ji3 !pnf dlZ�ZI 0; X AoN 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 November 27, 2013 Project No. 544-13300 13-11-524 Fedderly & Associates 38-747 Nopales Road ®�® Palm Desert, California 92211 C1� Project: Proposed Britt Residence?F ?Q�3 55-765 Cherry Hill O,y; PGA West - Stadium Course La Quinta, California Subject: Geotechnical Update Ref: Soil Engineering Report prepared by Sladden Engineering dated April 17, 1986; Project No. B -14413-P3 As requested, we have reviewed the above referenced geotechnical report as it relates to the design and construction of the proposed custom residence. The project site is .located at 55-765 Cherry Hill within the Stadium Course portion of the PGA West development in the City of La Quinta, California. It is our understanding that the proposed custom residence will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. Because the subject lot has been previously rough graded (including over -excavation and re - compaction of the near surface native soil along with the placement of engineered fill soil), the remedial grading required at this time should be -minimal. The weathered surface soil should scarified to a depth of approximately 12 inches, moisture conditioned to within two percent of optimum moisture co nt and compacted to at -least 90 percent relative compaction. If required, e gi eered fill sQiIthen be replaced in thin lifts at near. optimum moisture content and LU d Ic Aacted to at leis ercent of maximum density. Compaction should be verified by testing. m -n - .�.4 - 5, f iora�l�spread ings and concrete slabs on grade may be utilized for structural support. ng 'hould)beTanng upon roperly_compacted engineered fill soil and should have a M embed�'rient,�depth of 12 cK° s'; measured from the lowest-adj ent finished grade. andy isolated footings s u1d have a minimum width' of ;1 rhes and 24 inches vely:'-Continuous land isolate footings placed on such materials m y be designed using le b6ail ing p isssu� es of 1500 and 1800 pounds per square foot (p f), respectively. The le bean p;esfsiu es apply t combined dead and sustained live oads. The allowable presi7ire r �ie� creased one-third when considering transi t live loads, including and wind ;fbres All foo Ds should be reinforced in accord ce with the project al Mprilations. ` November 27, 2013 -2- Project No. 544-13300 13-11-524 Lateral load resistance for the spread footings will be developed by passive soil ,pressure against the sides of the footings below grade and by friction acting at the base of the concrete footings bearing on compacted fill. An allowable passive pressure of 250 psf per foot of depth may be used for design purposes. An allowable coefficient of friction 0.45 may be used for dead and sustained liveloads to compute the- frictional resistance of footings placed directly on compacted fill. Under seismic and wind loading conditions, the passive pressure and frictional resistance may be increased by one-third. The surface soil is non -expansive and falls within the "very low" expansion category in accordance with California Building Code (CBC) classification criteria. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is Sp, 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 categoryfor the structure maybe 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. Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.5): D Ss (Figure 1613.5.1:1.50g Si (Figure 1613.5.1: 0.608 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 {2/3 X Sms)):1.00g SDI (Equation 16-49 (2/3 X Smi)): 0.60g 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 50 m (0!.005 percent) that corresponds with the "negligible" exposure categor3 i$ accordance gith CI 318-08, Table 3. Based upon. this, the use of sulfate resistance coneref m'*es is not requiQ If you i ve quest ?�s`7,reg ding this letter or the referenced reports, please contact the. undersi d. �:: Q4 1 Y "RE'L. c y ANDERSON No. 45389 91C E 30114 CIVIL SER/gvm Copies: 4/ Fedderly & Associates 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: December 2, 2013 Account No.: 544-13300 Customer: Fedderly & Associates Location: PGA West, 55-765 Cherry Hill, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 ppm M 071 C.< rn � 0,, M 6002 z M Soluble Chloride per CA 422 PPM .-E§ Sulfate 544-13300120213.doe TABLE 19 -A -2 --REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS TABLE 19-A-3•—REQUIREMENTS-.FOR, CONCRETE EXPOSED TO SULFAT.EzCONI'AINING•SOL:U1lONS MINIMUM 1". NORAAL•-WEIGHT AND MAXIMUM WATEWCEMENTITIOUS . UGH EI GHT. - Maadmum'Wdx- Camentftfous•WeIghttnd Mftarlatea Ratlo; by", Wet' trq:.,' Hcnrut-Welylit• Aad at Carrereto$ L:S° MATERIA'Rxhd;,BY: ;' AGGREGATE•CONCRM WATER- SOLUBLE SULFATE ((SOS�)) IN Soft., PERCENTAGE By WEIGHT . WEJGnW)RkAL'-WEIGHT• CEMENTTYPE x 0.00682-Ior MPa EXPOSURE CONDITION AGGREGATE CONCRETE Concrete intended to have low permeability when .exposed to water 0.50 4,000 Concrete exposed to'frcezirtg. end thawing in a moist 1L, WNS), IS 030 condition or to deicing chemicals 0.45 4,500 For corrosion projection for reinforced concrete WS) exposed to chlorides from deicing chemicals, salts or Severe 0.20-2:00 brackish water, or -spray -from 0.40 5,000 TABLE 19-A-3•—REQUIREMENTS-.FOR, CONCRETE EXPOSED TO SULFAT.EzCONI'AINING•SOL:U1lONS rA lower waterccmentitious materials ratio or higher sgength may besrquired. for low permcibilityor for protection against corrosion,of omb2dded,items or freezing and thkwing ('[Able 19-A-2). 2Seawater ?Pozzolan that has been de or service record to improve sulfate resistance when usQd in concrete con- takiing'Iy V 2--264 D CO C 5D 1 NORMAL -WEIGHT AGGREGATE UGNT.W EIGHT :AGGREGATE CONCRETE Maadmum'Wdx- Camentftfous•WeIghttnd Mftarlatea Ratlo; by", Wet' trq:.,' Hcnrut-Welylit• Aad at Carrereto$ 11 'Noma[. L ghtwilght Aggrepata. Coneritbe pill SULFATE EXPOSURE WATER- SOLUBLE SULFATE ((SOS�)) IN Soft., PERCENTAGE By WEIGHT . SULFATE (SO4) IN WATER, ppm CEMENTTYPE x 6.00 Tfor mfr Negligible 0.00-0.10 0-150 Modera(e2. 0.10-0.20 150-1,500 1L, WNS), IS 030 4,000 WS) Severe 0.20-2:00 1,500-10;000 V 0.45 4,500 Very severs Over 2.00 Over 10,000 V plus pozzolanl 0.45 4,500 rA lower waterccmentitious materials ratio or higher sgength may besrquired. for low permcibilityor for protection against corrosion,of omb2dded,items or freezing and thkwing ('[Able 19-A-2). 2Seawater ?Pozzolan that has been de or service record to improve sulfate resistance when usQd in concrete con- takiing'Iy V 2--264 D CO C 5D 1 LA QUTNTA Please verify that soils reports contain all of the above information. In addition, to assure continuity between'the investigation/reporting stage and the execution stage, please use the following checklist to verify that the conclusions -and recommendations in the report cover all the required -elements. Only then. can we be assured that the construction documents address all of the site soil conditions. La Quinta Geotechnical Report. Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measures) noted, or; (b) the criterion is considered insignificant and expiicitly.so stated. Yes No Criterion af ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. [d ❑ Foundation criteria to mitigate the effects of expansive soils. ❑ Foundation criteria based upon bearing capacity. -of natural or -compacted soil. ❑ Foundation criteria to mitigate the effects of liquefaction. ❑ Foundation criteria to mitigate the effgcts of seismically induced differential settlement. ,, ■ Foundation criteria to mitigate the effects of long-term differential settlement. Foundation criteria to mitigate the Foundation criteria to rritisate expeetf Any "No" answers to the above cotTections. of varying soil strength. and differential settlement. as specific required I BRETTL. ANDERSON No. 045389 Exp. 9/30/14 CIVIL