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BRES2017-01420 78-495 CALLE TAMPICO 4 e6fv Qulat(v LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2017-0142 Property Address: 52407 VIA SAVONA APN: 777370002 Application Description: STATTON / 7,038SF DWELLING/VB/RES-3/CLASS A-FR/13D Property Zoning: Application Valuation: $631,935.50 Applicant: FEDDERLY & ASSOCIATES 78206 VARNER ROAD STE D #248 PALM DESERT, CA 92211 SEP 15 2017 CITY OF(A OUINTTA COMMUNITYDEVELOPMENTOEPARTMENT 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 Professions Code, and my License is in full force and effect. License Class: B License No.: 762889 Date: `� tontracf r , 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.). ( ) 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.). ( I 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.). 1 Lender's Na Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/15/2017 Owner: KATHRYN AND TIMOTHY STATTON 52407 VIA SAVONA LA QUINTA, CA 92253 Contractor: FEDDERLY & ASSOCIATES 78206 VARNER ROAD STE D #248 PALM DESERT, CA 92211 (760)773-5203 • Llc. No.: 762889 WORKER'S COMPEN;ATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certifiote of consent to self -insure for workers' compensation, as provided for by Section 3:00 of the Labor Code, for the performance of th ork 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: SECURITY NATIONAL INSURANCE COMPANY Policy Number: 762889 I certify that in the performance cf the work for which this permit is issued, I shall not employ any person in any manner :o as to become subject to the workers' compensation laws of California, and agree :hat, if I should become subject to the workers' compensation provisions of Sectiom 3700 of the Labor Code, I shall forthwith comply with those provisions. nat.. 4 1 P51 11 tAnnlir ntl AA IA AjOl 1 ilY �/1' 7�II'1 A WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100;300). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKAOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on t-iis application. . 1. Each person upon whose behalf this apoication 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, ani 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 tothe work being performed under or following issuance of this permit. 2. Any permit issued as a result of this app1cation 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 cancellati on. I certify that I have read this application and :tate that the above information is correct. I agree to comply with all city and county orainances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes- Date-�� , —Signature (Applican—or:Age _ O Date:. 9/15/2017 Application Number: BRES2017-0142 Owner: Property Address: 52407 VIA SAVONA KATHRYN AND TIMOTHY STATTON APN: 777370002 52407 VIA SAVONA Application Description: STATTON / 7,038SF DWELLING/VB/RES-3/CLASS A-FR/13D LA QUINTA, CA 92253 Property Zoning: Application Valuation: $631,935.50 Applicant: Contractor: FEDDERLY & ASSOCIATES FEDDERLY & ASSOCIATES " 78206 VARNER ROAD STE D #248 ' 78206 VARNER ROAD STE D #248 PALM DESERT, CA.92211 PALM DESERT, CA 92211 (760)773-520.5 ----------------------------------------------------------------.------ Llc. No.: 762889 ---------------------- Detail: 7,038SF DWELLING WITH 2,985SF OF GARAGES, PATIOS AND MECHANICAL SPACE [VB/RES-3/CLASS A-FR/1=D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, WATER FEATURES, BBQ, FIRE PITS, BLOCK WALLS OR DRIVEWAY APPROACH. 2016 CALIFORNIA BUILDING CODES. O FINANCIAL • ' • DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $1,079.84 Total Paid for ART IN PUBLIC PLACES - AIPP: $1,079.84 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0. $26.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $26.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - CIVIC CENTER 252-0000-43200 0 $942.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 DESCRIPTION ACCOUNT QTY. AMOUNT DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - LIBRARIES 253-0000-43200 0 $344.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - PARKS/REC 251-0000-43200 0 $2,048.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 DESCRIPTION ACCOUNT QTY AMOUNT SERVICES 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT SERVICES PC 101-0000-42600 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE PC 101-0000-42600 0 .$17.73 Total Paid for ELECTRICAL: $81.06 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 •$103.36 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 .$42.56 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF .101-0000-42403 0 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1;000SF, PC 101-0000-42600 0 $50.16 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $348.08 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT>7KSF 101-0000-42408 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT>7KSF PC 101-0000-42600 0 $190.00 Total Paid for GRADING: $228.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600 0 $126.65 DESCRIPTION ACCOUNT QTY AMOUNT EXHAUST HOOD 101-0000-42402 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT EXHAUST HOOD PC 101-0000-42600 0 $5.07 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE 101-0000-42402 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE PC 101-0000-42600 0 $126.65 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN 101-0000-42402 0 $139.37 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $55.77 Total Paid for MECHANICAL: $846.18 DESCRIPTION ACCOUNT QTY AMOUNT MULTI SPECIES RESIDENTIAL.0-8 UNITS - 2017 UPDATE 101-0000-20310 0 $1,245.00 Total Paid for MULTI -SPECIES RESIDENTIAL: $1,245.00 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PERMIT 101-0000-42400 0 $864.40 Total Paid for NEW CONSTRUCTION PERMIT: $864.40 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,500.00 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $375.20 Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,875.20 DESCRIPTION ACCOUNT. QTY AMOUNT BACKFLOW DEVICE 101-0000-42401 0 .$12.67 DESCRIPTION ACCOUNT QTY AMOUNT BACKFLOW DEVICE PC 101-0000-42600 0 $5.07 DESCRIPTION ACCOUNT QTY AMOUNT -BUILDING SEWER 101-0000-42401 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT BUILDING SEWER PC 101-0000-42600 0 $17.73 DESCRIPTION ACCOUNT. QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $342.09 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $342.09 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN 101-0000-42401. 0 $126.70 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000-42600 0 $126.70 DESCRIPTION ACCOUNT QTY AMOUNT WATER HEATER/VENT 101-0000-42401 0 $38.01 DESCRIPTION ACCOUNT QTY AMOUNT WATER HEATER/VENT PC 101-0000-42600 .0 $22.80 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 1 0 $12.67 Total Paid for PLUMBING FEES: $1,147.86 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0' $82.15 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $82.15 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE ... 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 DESCRIPTION ACCOUNT QTY AMOUNT SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 Total Paid for TUMF - RES DENTIAL: $1,837.44 Adddress 5 L'0-4 V L a �tb. Owner t-LA l Ar l \y1 Ong Address 0 �OK 1111 TdTa(4a" P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Address J zip� Tel State Lic. �� ity & Classif. Lic. # { Arch., Engr., ( f 1 j q Designer �atirldV 11J1 Address Tim a S L�4g" -75z c ty Zip I I StateAhAA n $$ C� Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am II -sod under •+is f Ch {commencing with Section 70M) of Dlvl a e s d P si ode, my license is in full for and effect. rINATt1RE QRTE f OWNER -BUILDER DECLARATIO ereby affirm that I a exempt from the Contractor's LI tlse Law for the following reason: c- 7031.5. Business and Professions Coda: Any city or county which requires a perm t to construct, oiler, improve, demolish, or repair any structure, FFtrior to its issuance also raqurras the applicant for such permit to file a signed statement that he is +Icerrsed pursuent to the provisions of the Contrac- tor's Ljverrsa Law, chapter 9 (commencing with Section 7000) of 171vi • on 3 of the Business arrd Prnfessions Code. or That he is exemp! [Iterefrom and the basis for fho ollaged exemption- Airy violation of soclron 703T.5 by arty apprtcanI tors ponnft subjnivs the:appllcanl to a civil penalty of Rat more than five hundred dollars (5500y. 1:11, as owner of the property, or my employees with wages as their sole eompansatmn, will do the work, and the atructore Is not intended or offered for sale. (Sec- 7044, Business and Profes- sions Code: Tree Contractor's license Law duos nor apply to an owner of property who builds or Improves thereon and who does such work himself or through his awn employees, provided that ouch improvements are not intended of offered for sate. rf, however, the brri1d+ng or improvement is sold wifhin one year of compwion, the owner-blrilder will have Ste burden of proving that he Aid nat build or improve for the purpose of salaJ. ❑ I, as owner cf the property, am exclusively contracting wilh licensed contractors to Construct the pptoiect, (Soc- 7044, Business and Professions Code: The Conuaclor's License Law does not apply !o an owner 0fproperty who buifds or improves thereon, and who contracts for such projects with a contracior(s) licensed pursuant to the Contractor's License Law.) ❑ 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 Na. Company copy is filed with the city. ❑ 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 ($100) valuation or le ss)- 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, after 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 thin 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 construcflon, and hereby authonro representatives of this city to enter the shove -mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT T:5Z SZo Q O ( q2, ,Neese- e I I N I cfl►f, Gna✓OVJ W keA plA41S i re I-ead\1 -706 -7-73 - APPLICATION ONLY Gj205 XIo7 BUILDING: TYPE CONST. 2) OCC. GRP. R3 A.P. Number —YT-1 Jlt WOO ►{2� 7-0mom Legal Description �u ` 3 `l � 1 YGIck mom �3 Project Description �I✓ 2 CAC+ Sq. Ft, Size I 03IS No. Stories No. Dw. Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation ' 000 �• PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. �I Grading I Driveway Enc. JUN ' Li / Infrastructure --� TOTAL 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 Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: The Hideaway This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONEAMOUNT' LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK#: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Owner's Name: Kathryn and Timothy Statton Project Address: 52-407 Via Savona, LaQuinta Project Description: Single Family Dwelling APN: 777-370-002 Tract #: Type of Development: Residential XX Commercial Total Square Feet of Building Area: 7,03$ sq. ft. Date: September 15, 2017 Phone No. 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: September 15, 2017 — 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 65995 7,038 $3.48 $24,492.24 Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Building Permit Application Completed: Yes/No By: Andy Jenkins, Director of Facilities and Maintenance Note: Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's jurisdiction are exempt from developer fees. Certificate issued by: Laurie Howard, Secretary Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school 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, whether payable at this time or in whole or in part prior to issuance of a Certificate 'M days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days From the date of issuance will r od cause, as determined by the School District, and up to three (3) such extensions may be granted. 'f \ 1 V C im1.v (I"n Inc: cclII cik! of rrnnhli;In"c Ibrm u"--(if.; 11/2010 SEP 15 2016 CITY OF LA QUINTA IIUI1NITV r9Cenel r►naa iYJ PC A- 4pavdlt August 14, 2017 Mr. and Mrs. Tim Statton PO Box 179 Sonoma, CA 95476 Re: Lot 3/4C at 52407 Via Savona Construction Document Review #2 Dear Mr. and Mrs. Statton: This correspondence shall serve as notification that the Hideaway Design Review Committee (DRC) reviewed your revised construction document submittal at the August 8, 2017 meeting. The project was approved to start construction subject to the following comments being addressed in the field. 1. Stepping pads (hardscape elements) have been proposed closer than 3' to the side yard property line(s). If these are reduced in size the typical hardscape setback will be met and there will be ample room for side yard planting. 2. As a reminder, all color and material samples must also be reviewed during construction. 3. Courtesy comment: The landscape plans must be reviewed by the Coachella Valley Water District. If any modifications are required per this review, revised plans must be submitted to the DRC for review and consideration. 4. Courtesy comment: Due to the use of citrus trees, the landscape plan will need to be reviewed by the Riverside County Agricultural Commission. 5. Gerry Tarsitano reviewed the plan submittal on behalf of the Golf Club and provided the following comments: a) No off -property grading requests have been made at this time b) If future grade changes are requested, a $1,500 encroachment fee will be required c) The Owner is responsible to reimburse the Golf Club for any and all damages, relocations or repairs necessary on the Club property due to construction d) All nuisance water must be drained away from the Golf Course and into the Owner's drywell Please contact Brook Marshall at 760-219-8057 or by email at DRCFacilitator@gmail.com with any questions or to schedule your Pre -Construction Meeting once a Building Permit is obtained. Sincerely, THE HIDEA WA Y DESIGN RE VIE W COMMITTEE Lo Title: CC" Tim.Statton@gmail.com Fedderly & Assoc. DRC File Date: Pursuant to Cal. Civil Code, any rejection by the DRC may be appealed to the Board of Directors for the Association. If you wish to pursue an appeal please contact the Assoeiaffan 's property manager directly. t 1 IWill ` Vt+Y�{ rPJ��■l I��C ��I �'•I�4Vi•L �W"" YGY ^' j.� W!� � LUpClpG •_'IiFiF OR r :FIVE® $r 5SZo 1-1-0 (42- CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHE�IG 0 9 2017 PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMI Form updated & effective 9/25/2009 CIi'Y OF LA QUINTA Green Sheet approvals are forwarded to the Building & Safety Department directly b�•P%�bar s!-)Ej (WNT NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: ��J Developer: ( SS An - Tract No.: 2 Tract Name: n { 6JeAVj6U+ Lot No.(s): 3/L G Address(s): C52'yb1 V i s C---Adp VA Phone Number: (1 W) 17 3 - S U5 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: N" CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❑ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❑ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. �I Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http-.//wvvvv.la-guinta.org/PlanCheck/m search.as x I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date: q l,/ 1-7 Public Works Distribution: ( L I Green Sheet to Building & Safety ( ► Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-1 2.doc City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM 10 Agreement (< 1 acre/lot or Infill Proiect) 4. Project Information Project Contractor: S IQA-es Project Phase (check one) .� Construction ❑ Demolition Project Name5}-A+-yn R_e4 icl n e, Project Tract/Lot Numbers: Z9M1B -.3_ LDf 3 '4 G Project Street Address: 15 Z - 4o1 Via Gaon A Total Acres in Active Construction (< 1 acre per Lot): . (.o2 II { pp 1 S Anticipated Start Date: 9 1 �� Anticipated Completion Date: y J I I U PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: -5e an0 S Title: r-- Company Name: Mailing Address: V \ �i✓�� IZ City, State, ZIP Code: YYl Dew- } 61 Z2( Primary Phone #: 2,00 5 lo-0 Fax #: (00 ZUp ' 5 ID5 24 Hour Emergency Phone#: Q /�� 0� ' 70�-"IZ�Z J �ii 1. lZSS C41-1 hkebU Cell Phone #: — 1 6) 4 U3 - 5 � Email Address: r' 01 � V W G v-&C6 I)� look • UYVA PM10 Certificate #: J C V I (PC (0 - 60 351� 4(D(pV The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. ❖ Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; ❖ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; ❖ Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; ❖ Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any ity/Co iti abatement activities. Sig atur P/opV Owner or Author ed Representative Date ' n+ Water Quality Management Plan (WQMP) Exemption Form - Whitewater River Reckon Documentation of Project Not Requiring a WQMP but Requiring Site Design BMPs and Source Control BMPs by Entitlement Conditions of Approval or Permit Conditions - WQMP Required for the Listed Change of Land Uses or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% or greater? Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 10% or greater where erosive soil conditions are known? Yes No ✓ / V _ Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet or more? Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint, exhaust, tire, transmission, engine or other automotive specialty repair. [Standard Industrial Classification (SIC) codes 5013, 7532, 7533, 7534, 7537, 7538, and 75391? Entitlement or construction of new retail gasoline outlets) disturbing greater than 5,000 square feet? Entitlement or construction of new restaurant(s) (or potential restaurant shell space) disturbing greater than 5,000 square feet? Entitlement or construction of new home subdivision(s) with 10 or more housing units? Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more parking spaces, and potentially exposed to Urban Runoff? / V Applicant Information Name and Titleslden�- Company rzuG��Gf� Asu) s Phone -7 a - 5 Q Email C- W1 Project Information Project Name Type (SFH, Multi -Family, Commercial, Etc.) r Location or Street Address 152,4o-1 V I A SavOh Nearest Cross Streets rd Me, e Jeffe,.tsor) Municipality/County/Zip Code La Quinta Tract Number(s) and/or Assessor Parcel Number(s) cl, bqq Other Location Information d CU Watershed Whitewater River Source Control BMP Information Size of Project Area (nearest 0.1 acre) Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) Is the project subject to onsite retention by City ordinance or policy? Name of the Entity that will implement, operate, and maintain the Source Control BMPs �t�u , lc �� ;es l roc � Contact Name 1 l^� ! FwaI` t aili Street or Mn Address -1��-1-i�- "r%WD-21i� City Palm besf.0- Zip Code &I z:z_I ) Phone 7W . -773 - 5205 Check Item Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control To be Performed Non -Structural BMP (See Appendix H, Section 4.5,2.1) L Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance Education/Training for Property Owner, Operators, Occupants, or Employees Activity Restrictions — Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed Trash Lids, Restriction of Vehicle Washing Ongoing Street Sweeping at Private Streets and Private Parking Lots Check Item Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit To be Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Provided Structural BMP (See Appendix H, Section 4.5.2.2) Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Fueling Area (Design & Maintenance). Including PCC Surface, Canopy & Spill Prevention Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning Procedures Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on a Project by Project basis) BMP Ack The applicant shall comply with listed BMPs and applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 1 3.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. 197-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. me nt Signatur _ Print e: Ce Title:_74e� .Q.r + Date: 51 10 /1 l Phone: 1700 1—T73y��5 Applicant Certification /f1-2 I certify that I have read this form in its entirety and understand the City's submittal and review process and the / 5igna�►re requirements for this form. I understand and agree that if _ � during the processing of the form, it is determined the Prhft NayrfQ'�dd� information contains errors or omissions, clarification and/or supplemental information may be required and the Title: ye- preparation of such information may be considered, in the Community Development Director's judgment, an Date: lb / $ / 17 unreasonable delay and will result in a suspension of -- processing time limits in accordance with the California Code phone: 17(OZ)1 -7 7 3 " 5 ZDS of Regulations, Title 14, Section 15109. Owner Certification I certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction obligations being imposed on this real property. Sign atur . Print me: _ Title: _ Pre!r&w4- Date: f� / 10, 1-7 Phone: i��O 1 r 7,3—�"!5 Building Permit Number. ProJect Description: FSFRE�E Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan submittal Datel 7/24/2017 Job Site Address 52407 Via Savona (Lot 3 & 4-C/The Hideaway) Owners name Tomothy & Kathryn Station Number, Street, or PO Box P.O. Box 179 City, Stale, Postal Code Sonoma, CA. 95476 Owners Phone Number c% Owners E-Map Address RECTIVED Project Managers Name Fedderly & Assoc Project Managers Phone Number 760-773-5205 x107 Project Manager'sE-inatlAddressi n1colec0feddedy.com --��_--_-,--_— i. _U __s.. --•-_- _ Builder/contractor Feddedy & Assoc Number, street or PO Box 38747 Nopales Rd suite A : I CRY, State, Postal Code Palm Desert, CA. 92211 Project Square Foots ga Approx. 8,282 sq ft (CFA total and garage) City Approval By R. Gouldlock-DEC/Burrtee Waste Date of City Approval To Be Discarded: Product Trash Asphalt BrickBlock Cardboard Commingled Concrete Drywall Donated / Reuse* *Describe Items Tons 33.25 Not recyclable 0.00 Recyclable 0.00 Recyclable O.DQ Recyclable 38.00 Recyclable 4.25 Recyclable 0.00 Recyclable Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0.00 Recyclable 9.00 Recyclable 0.00 Recyclable 0.88 Recyclable 1.12 Recyclable 13.50 Recyclable D_OQ Recyclable Totals: Recycle Trash Projected Diversion: 64.8 1 33.3 86,07°� I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certifythat completion, Implementation end adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobstle waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP Is issued In the name of the property owner(s) and shall remain their property throughout the construction and/or demalf ion project A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP Is still Issued in the name of the property owner(a) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to, The property owner(s) and ganerai contractor shall be kept Informed ofthe diversion progress through bi-monthly reports, If self -he ull ng, all refuaa materfat from this project alto must be taken to an approved rewder or transfer Owner / Developer / Project Manager ) Superintandant Date EsGil Corporation In Partnership with Government for Building Safety DATE: 8/ 17/2017 ❑ APPLICANT ❑ JURIS. JURISDICTION: LA QUINTA ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: BRES2017-0142 SET: II PROJECT ADDRESS: 52407 VIA SAVONA PROJECT NAME: SFD FOR STATTON -STRUCTURAL ONLY ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 7, The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® EsGil Corporation staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person ❑ REMARKS: By: Bert Domingo Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ MB ❑ PC 8/11/2017 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 (W Sladden Engineering RECEIVED 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714�165� 20 6 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8 `t 1 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 CITY OF LA QUINTA August 3, 2017 COMMUWVcMWrK'OVWNT 17-08-327 Fedderly and Associates 38747 Nopales Road Palm Desert, California 92211 Project: Proposed Statton Residence 52-407 Via Savona The Hideaway La Quinta, California Subject: Foundation and Grading Plan Review Ref: Geotechnical Update prepared by Sladden Engineering dated May 19, 2017; Project No. 544-17139, Report No. 17-05-209 As requested, we have reviewed the Precise Grading Plans prepared by Essi Engineering along with the Foundation Plans and Details prepared by RA Structural Engineering, Inc.. The plans reviewed were prepared for the proposed custom residence to be constructed at 52-407 Via Savona within the Hideaway development in the City of La Quinta, California. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Update and the previous geotechnical reports have been properly incorporated into these plans. If you have questions regarding this memo or the above referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING BRETT L. �y1 �cv ANDERSON G� No. C45389 Exp.9/30/18 M Brett Anderson NIr_ * ENGINEERING *�Principal Engineer cf' Letter/gvm Copies: 4 / Fedderly and Associates CITY OFI A01 I BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION i DATE q I U1 BY r Sladden Engineering RECEIVED 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (71�,3 U 7 201� 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845�77 U �7 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 CITY OF LA QUINTA COMMUNITY DEVELOPMENT May 19, 2017 Project No. 544-17139 17-05-209 Fedderly and Associates 78206 Varner Road, Suite D #248 Palm Desert, California 92211 Project: Proposed Custom Residence 52-407 Via Savona The Hideaway La Quinta, California Subject: Geotechnical Update CTy IA QUINTA BUILDING & SAFETY DEPT, APPROVED FOR CONSTRUCTION DATEJ4L4WJ13Y_JgL� Ref: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESSW) dated September 22, 2000; File No. 07117-10, Report No. 00-09-772 Report of Testing and Observation During Rough Grading prepared by ESSW dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 52-407 Via Savona within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of the proposed residential structure foundations. Sladden Engineering May 19, 2017 -2- Project No. 544-17139 17-05-209 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously established building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to 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. The allowable bearing pressures recommended in the referenced grading report prepared by Sladden Engineering remain applicable. 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 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 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. Lateral forces may be resisted by friction along the base of the foundations/slabs and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300. pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2013 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 and minimum reinforcement of #3 bars at 24 inches on center in both directions. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane. 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 2016 California Building Code (CBC). • Vaddan Fnoineorina May 19, 2017 -. _ -3- Project No. 544-1-7-139 -- 17-05-209 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2016 CBC or ASCE7. According to the 2016 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2016 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): I/II/III Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.747g Si (Figure 1613.3.1): 0.753g Fa (Table 1613.3.3(1)): 1.0 Fv (Table 1613.5.3(2)): 1.5 Sms (Equation 16-37 (Fa X Ssl): 1.747g Sm1 (Equation 16-38 (Fv X S11): 1.130g SDS (Equation 16-39 (2/3 X Sms)): 1.164g SDI (Equation 16-40 (2/3 X Sm1l): 0.753g Seismic Design Category: E 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 120 ppm (0.012 percent) that correspond with the "negligible" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes should not be required. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Andersc Principal Engine SER/clb Copies: 4 / Addressee .4ladden EnQineerinn 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 tha following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that tho 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 measure(s) noted, or, (b) the criterion is considered insignificant and explicitly so stated. Y s . No Criterion ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. ❑ 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 effects of seismically induced differential settlement. ® Foundation criteria to mitigate the effects of long-term differential settlement. ll Foundation criteria to mitigate the effects of varying soil strength. ❑ Foundation criteria to mitigate expected total and differential settlement. Any "No" answers to the above checklist should be noted e as specific required corrections. ,�,bFESSju' �t3F�NI L. AND=R5SON G 'No. C489 EXp.9/30/18 �F CIVIL I 5GINEER* 2F CA 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: May 19, 2017 Account No.: 544-17139 Customer: Fedderly & Associates Location: The Hideaway, Lot 3/4C, 52-407 Via Savona, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 ppm 120 Soluble Chloride per CA 422 ppm Sulfate 544-17139 n51917 'TABLE 19-A-2—REQUfREMENTS FOR SPECIAL EXPOSURE CONDMOKS MA]XIMpm HOR AL!•WEIG}it IYAfEFt�,EMENiTRpUS ANo . L.IGHTWE)GH•. - ltA IkCS" As1T10;�BY_ ; AGGREGATttCCRCRET EXPOSURE coliGmcn•ti'+'f7C'ii-{�1tOR1.iA(:-i�,roGH`t••=.'-P=t'•,: . AGGi;EGAi'E COHCREiE • .'• Contiretc intr_ndcd to have low penne'ability when x D_fb66g.(or:,SPa _ cxposcd to water - • 0_50 Concr-;c czposcd to•frcczing and thawing in moist d D00 - a eondiuon or to deicing elLlnicals - - 0.45 For eprrasion Prot- On for reinrarccd cancrctc 4,500 txp0-rd la chlorides from dciting gh=icals, salts or brackish iiratcc, ❑r•spray,ftm thcsc'scafcts • TABLE 19-A-3--REQUIREMENTSQUIR.EMEN.TS•FOR CMlCRETE EXPOSED TO SULFATE-COp{TIj; jIhfGSOLUT )NS ?40FIMAL-WEIGHT UGHlW EIGHT -AGGREGATE AGGREGATE CONCRETE - • ].laxlmum'1'Wa[� wYTER SOLUBLE C�,•}tr�rrnal- • -And SULFATE - ld.dtariats-Rvtla;by:. •'.l3ghiwrlflht" ISO{I.IN S-Oil� �'yti• fir•-r SULFATE P RG fiT;YGEBY SULFATE f�*mat-Velg}it� 'AOtJ?'btlpte• . Ca[scr_tarpa3l SO I EXPOSURE WEIGHT 4•rA7'EftfPPm K CENIENTTYPE Concrte� _ X f}.110689"forMPa. ' Ntgligiblc 0.00-0.10 0-150 Modctatc2• 0.10-020 1S0-1,500 II, 1P(MS), LS '0S0• 4,000 (MS) Scvcrc 0.20-2.00 1r500 f0,000 V 0.45 - 4,500 Vcry scvctc Ovcr 2.00 Ovcr 10,000 . V plus •0.45 4,500 ' - poao[an3 - IA Ip 'Gr vertu ccsvcntitiousrnarcriaksaGq orhig}ycrs4cngth mayhc�Llfi cd for lbw perMcabili y.orforprotcction ' aaPairest corrosion oFrmh�ddcd items Or Frcczing and thawing ["Pablo I9�A-2)- �Scaw ?1'o olan dlat has b-�tn dcrcrmir4d by rest or �ng `Iypc V CC;McnL to impmvcSul ratc rrsistznec when used in eoncretc con- 2-264