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BRES2017-026178-495 CALLE TAMPICCI LA QurNTA;`CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: BUILDING RESIDENTIAL/DWELLING - SINGLE FAMILY DETACHED BRES2017-0261 52935 VIA SAVONA 777370013 DEWEY / 7,364 SF DWELLING/VB/RES-3/CLASS A-FR/13D $664,357.80 Applicant: SUNLITE DEVELOPMENT INC P 0 BOX 10668 , PALM DESERT, CA 92255 FEB i 3 �0?8 CITY OF IA QUINITA DESIGN AND -DEVELOPMENT DEPARTMENT 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 ofthe Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 6558 Date -,2h 31 ( Contract : 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).: (_J 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 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: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/13/2018 Owner: PAUL DEWEY PO BOX 10668 PALM DESERT, CA 92253 Contractor: SUNLITE DEVELOPMENT INC P 0 BOX 10668 , PALM DESERT, CA 92255 (760)340-9800 Llc. No.: 655874 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 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 Srthis permit is issued. I have and will maintain workers' compensation insurance,'as required by S on 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: EXEMPT Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as 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 Code, I shall forthwith comply with those rrovisions. Date: 7, Applica /4�;Al I I WARNING: FAILURE TO SECURE WOR S' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL 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 Building Official 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 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 upon the above- mentionedroper y for inspection purposes. Date: Pill Signature (Applicant or Ag Date: 2/13/2018 Application Number: BRES2017-0261 Owner: ' Property'Addresii ---/,`-J 52935 VIAASAVONA PAUL DEWEY APN: 777370013 PO BOX 10668 Application Description: DEWEY / 7,364 SF DWELLING/VB/RES-3/CLASS A-FR/13D , PALM DESERT, CA 92253 Property Zoning:' Application Valuation: $664,357.80 Applicant: Contractor: SUNLITE DEVELOPMENT INC SUNLITE DEVELOPMENT INC P 0 BOX 10668 P 0 BOX 10668 PALM DESERT, CA 92255 PALM DESERT, CA 92255 (760)340-9800 Llc. No.: 655874 Detail: DEWEY /7,364 SF 2 -STORY DWELLING WITH ATTACHED CASITA - [VB/RES-3/CLASS A-FR/13D] THIS PERMIT INCLUDES CONDITIONING OF GARAGE, BUT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2016 CALIFORNIA BUILDING CODES. DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $1,160.89 Total Paid for ART IN PUBLIC PLACES - AIPP: $1,160.89 DESCRIPTION ACCOUNT QTY AMOUNT AMOUNT BSAS SB1473 FEE 101-0000-20306 0 DESCRIPTION $27.00 Total Paid for BUILDING'STANDARDS ADMINISTRATION BSA: $27.00 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. CITY 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 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: $43.06 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $106.08 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $43.68 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $156.04 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $51.49 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $357.29 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. 101-000042600.. 0 $190.00 Total Paid for GRADING: $228.00 . 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 $228.00 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE PC 101-0000-42600 0 $151.98 DESCRIPTION ACCOUNT QTY AMOUNT ' VENT FAN 101-0000-42402 f! $126.70 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $50.70 Total Paid for MECHANICAL: $575.12 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PERMIT 101-0000-42400 0 $883.87. Total Paid for NEW CONSTRUCTION PERMIT: $883.87 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 $419.75 Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,919.75. 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 $380.10 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $380.10 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $39.01 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $26.01 DESCRIPTION ACCOUNT QTY . AMOUNT ROOF DRAIN .101-0000-42401 .0 $50.68 i r► DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000-42600 0 $50.68 DESCRIPTION ACCOUNT QTY AMOUNT :WATER HEATER/VENT ' 101-0000-42401 0 $25.34 DESCRIPTION ACCOUNT QTY AMOUNT WATER HEATER/VENT PC 101-0000-42600 '0 $15.20 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 0 $12.67 Total Paid for PLUMBING FEES: $1,OS3.26 ' DESCRIPTION ACCOUNT ' QTY AMOUNT SMI - RESIDENTIAL '101-0000-20308 0 $86.37 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $86.37 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 - RESIDENTIAL: $1,837.44 TOTALS: 2, Bin # City of U Quifnta Building tiz Safety Division Permit # P.O. Box 1504, 76-495 Calle Tampico �,�� r ( fa.Qulnta, CA 92253 - (760) 777-7012 Building Permit J Application and Tracking Sheet Project Address: Owner's Name: A. P. Number: r Address: 1 66 (y Legal Description: <jCity, ST, Zip: 22 S Contractor: Telephone: '� T Address: a� Project Description: City, ST, Zip:. b o D i,�+ 2-2 J� Telephone• • _ �z p D State Lic. #: City Lic_ M. I Arch., Engr., Designer; S'r ACT` ; -TN L Address: S. ' City, ST, zip: n -X . rA. q Z 210 Telephone: WLO Construction Type: Occupancy; 3 d State Lic. #: C. �3 3 O ..- ..,. F Project type (circle one): <ew Add'n Alter Repair Demo Name of Contact Person: S q, F t.; :�3 6 #Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: SM4 o6o APPLICANT: DO NOT WRITE BELOW THIS LINE 9 Submittal Req'd Reed TRACING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit. 'Russ Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'4Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr - Date of permit issue School Fees Total Permit Fees L i Coachella Valley Unified School District 83-733Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: The Hideaway Owner's Name: Project Address: Paul Dewey Project Description: APN: 777370013 52-935 Via Savona SFD This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT! LEVEL TWO AMOUNT: MITIGATION AMOUNT: I COMM/IND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Tract #: Date: January 10, 2018 Phone No. Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 7,364 sq. ft. 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 aul�l :u3Rkv�to sign on behalf of the owner/developer. Dated: January 10, 2018 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 7364 $3.48 $25626.72 Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Building Permit Application Completed: Yes/No By: William A. Aguirre, Director Facilities Dev. & Planning 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:J Qwo—ci r 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 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 the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. V\ i-C1-611Cd1C of O'1111�1inm-C liir11-1 up19ulCd 2007 11/2010 THE HIDEAWAY August 14, 2017 PROPERTY OWNERS ASSOCIATION Mr. Paul Dewey PO Box 10668 Pahn Desert, CA 92255 Re: Lot 25126C at 52935 Via Savona Construction Document Submittal #1 Dear Mr. Dewey: This correspondence shall serve as notification that the Hideaway Design Review Committee (DRC) reviewed your construction document submittal as part of the August 14, 2017 meeting. The project was approved to start construction subject to the following comments being addressed in a revised plan submittal no late than September 19, 2017, as applicable. 1. Thera -are -Agave Americana proposed in -the rear yard view- corridor(s) which may exceed the height restriction of 36-inches. Where adjacent to Lot 27/28C this is acceptable as you own both properties, but on the opposite side all plant material must be low growing in accordance with the guidelines, unless a written approval is granted by the neighbor. 2. The site plan, not just the landscape plan, must indicate all utility meters and equipment. 3. It was noted that the uncovered deck on the second floor has been removed. The response letter noted that this was requested by the DRC. The committee wanted to be clear that their only request was for the required 5' screen wall to be added — removal of the deck completely was not a DRC directive. 4. All service yards must be screened with walls and/or gates. 5.: Courtesy comment: The left side yard indicated a solid wall. The committee suggests the addition of a service -gate to allow easier access to service personnel who2 will frequent the residence. 6. " 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. 7. Courtesy comment: Due to the use of citrus trees and Date palms, the landscape plan will need to be reviewed by the Riverside County Agricultural Commission_ 8. 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 activity 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 has been obtained. As a reminder, construction may not begin prior to this required meeting being held in the field. The committee is aware that the lot is currently being utilized as a Third Party lot for the adjacent residence. Sincerely, THEN F,4WAYDESl N RWqW COMMITTEE f y RECEIVED By: t Title: j -[ - DaW7 ti �� DEC 2 9 2017 CC" Stracts CITY OF LA QUINTA EE C O. MMUNITY DEVELOPMENT DRC -File 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 Association's property manager directly. 80955 Avenue 52. La Ouinta. CA 92253 s 760-393-5210 CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO 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: /-CLJ2- Developer: Tract No.:aq �q�-3 Tract Name: Lot No.(s): Address(s): 2 C' 3S V i �l SA-VlJ YJiA- Phone Number: (7160 ] 346 r �U The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: ❖ CUSTOM_ HOMES: PROVIDE ITEMS 92, #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. 2. 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. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. 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. 5. 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. 7. 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://www.la-iQuinta.oW/PlanChecklm search.asnx 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. A ri Recommended by: i Date:/-Z7/ Public Works Distribution: 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 9-25-09.doc City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM10 Agreement (<1 acre/lot or Infill Project) Project Information Project Contractor: Project Name: 5_06Lt9 D kU {[Q 4460- 4F Project Phase (check one) El Construction ❑ Demolition ^� Project Tract/Lot Numbers: Project Street Address: :� Z�' 3S V kr �1%a �✓/ Total Acres in Active Construction (<1 acre per Lot): .Oq9 Anticipated Start Date: JQ /_L/Anticipated Completion Date: 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. - 0 L �W`r/�l J So m L yj/' 6 PM10 Contact Information Name: Title: Company Name: Mailing Address: pla City, State, ZIP Code: 2ALVv1 s ,-- q 2--25S Primary Phone M - Fax M - Z Address: o /) Certificate M CV 16 03 D0'3 -2�79 33 (o2_ 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 hol harmless the City/County and its representatives from liability for any actions related to this dust control pia ran City/Co u initiated abatement activities. L � gLgnd ture of Property Owner or6utbdrized Representative D e TACheckllsts - Forms & Applications\Fonns & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09 doc Water Quality Management Plan (WQMP) Exemption Form - Whitewater River Reainn FbDocumentation of Project Not Requiring a WQMP but Requiring Site Design BMPs and Source Control BMPs y 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) Yes No Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the re -development natural slope is 25% orgreater? ❑ 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? 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? ❑ ❑ j' LLLL�J ❑ ❑ 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 Phan 5,000 squ re 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 l ❑ Applicant Information Name and Title yV Company Phone Email n]�. �•�I[3C � � � Project Information �� Project Name Typ, (5� FF{.4vlulti-Family, Commercial, Etc.) Location or Street Address Z / Nearest Cross Streets W f�A" Municipality/County/Zip Code La Quinta Z257 Tract Number(s) and/or Assessor Parcel Number(s) Other Location Information 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 Contact Name �YW L Street or Mailing Address f City d- Zip Code ZZSS Phone O T:\checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc Check Item To be Performed Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control Non -Structural BMP (See Appendix H, Section 4.5.2.1) 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 To be Provided Source Control BMP Requirements — Small Sloped Lots, Small Commercial, <10 Unit Subdivisions, <5,000 Square Ft. Parking Lots, Etc. 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 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. R7-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. Print Name: Title: 4?9, k S - Date: 11 Phone:( T:\Checklists - Forms & Applications\Fors & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09 doc RECEIVED DEC 2 g 2017 Building Permit Number: Project Description: SFR CITY OF LA QUINTA Exempt: COMMUNITY DEVELOPMENT Plan Submittal Date Job Site Address Owner's Name Number, Street, or PO Box City, State, Postal Code Owner's Phone Number Owner's E-Mail Address Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address Builder / Contractor Number, Street or PO Box City, State, Postal Code Project Square Footage , City Approval By Date of City Approval Materials (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan 12/11/2017 52935 Via Savona Paul Dewey P.O. Box 12793 Palm Desert, CA 92255 Paul Dewey 760-340-9800 sun I_i tei nc Pdc. rr.com Sunlite Development, Inc. P.O. Box 10668 Palm Desert, CA 92255 7400 square feet Renado Gouldlock-DEC/Burrtec Wast ? 12 : r 1 °7 i v oe uiscaroea: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse` `Describe Items Tons Not recyclable Product Tons Recyclable Masonry (broken) 0.00 Recyclable Recyclable Plaster 8.75 Recyclable Recyclable Scrap Metal 0.00 Recyclable Recyclable Tile (floor) 0.75 Recyclable Recyclable Tile (roof) 1.00 Recyclable Recyclable Wood 11.25 Recyclable Recyclable Landscape Debris 0.00 Recyclable 30.25 0.00 0.00 0.00 0.00 32.75 3.50 0.00 Totals: Rec cie Trash Projected Diversion: 58.01 30.3 65.72% 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 certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsite 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 demolition 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(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversi!o a ress through bi-monthly reports. If self -hauling, all refuse material from this project ite rnyst be taken to an apprgvfd recycfh or trarwfer s at n. _ I . 1 . - S DwV / Pevelaper / Project Manager / Sv erintjndant 5a etet YOUNG ENGINEERING Letter of Transmittal To: City of La Quinta Today's Date: 2-7-18 78-495 Calle Tampico City Due Date: 2-11-18 La Quinta, CA 92253 Project Address: 52935 Via Savona Attn: Mary Plan Check #: BRES2017-0261 Submittal: ❑ 1St ❑ 4th 0 2nd ❑ 55th I] 3rd ❑ Other: We are forwarding: ❑ By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans ❑ Revised Struct. Plans 0 1 Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report - Update ❑ Revised Soils Report 0 Structural P/C Responses Approved Structural Plans 2 / Comments 1 Redlined Structural Plans 0 I Approved Structural Calcs ❑ Redlined Structural Calcs 0 l Approved Truss Calcs ❑ Redlined Truss Calcs 0 'I Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. Transit Per Diem= Admin Time = 0.25 hrs. Structural Engineer/Principal Review Time = 0.0 hrs. Plan Review Engineer Time = 1.0 hrs. This Material Sent for: ❑ Your Files 0 Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: JOE VENUTI Office: El (760) 772-5107 Other: El I OPCaa VAI IJFNGR_COM IMES Evaluation Report ESR-2611 vvvuvv.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 03 00 00—CONCRETE Section: 0316 00—Concrete Anchors REPORT HOLDER: SIMPSON STRONG -TIE COMPANY INC. 6956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (800)999-5099 www.strorigtie.com EVALUATION SUBJECT: SIMPSON STRONG -TIE® PROPRIETARY SSTB® SERIES AND SB SERIES CAST -IN -PLACE ANCHOR BOLTS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Code (IBC) Nql 2015, 2012, 2009 and 2006 International Residential Code (I (IRC) Property evaluated: Structural 2.0 USES Simpson Strong-Tiee proprietary SSTB® series and SB series cast -in -place anchor bolts are used with light -frame wood and cold -formed steel construction to provide anchorage against uplift and overturning due to wind loads and seismic loads. The SSTB series and SB series cast -in - place anchor bolts are alternatives to cast -in -place anchors addressed in 2015 IBC Section 1905 (2012 IBC Sections 1908 and 1909; 2009 and 2006 IBC Sections 1911 and 1912). For structures regulated under the IRC, the anchors may be used to meet the prescribed anchorage requirements and where an engineered design is submitted in accordance with Section R301.1.3. 3.0 DESCRIPTION 3.1 General: 3.1.1 SSTB Series Anchor Bolts: The SSTB series cast - in -place anchor bolts are ductile steel anchors that transmit applied tension forces from light frame construction into the concrete foundation stem -wall or concrete foundation. One end of the bolts has general-purpose, Unified National Coarse (UNC), rolled threads compliant with ANSI/ASME B18.2.1, followed by a length of plain (unthreaded) bar where the manufacturer's identification is stamped onto the Reissued April 2017 This report is subject to renewal April 2018. A Subsidiary of the International Code Council bar along with a stamped "embedment line" to facilitate the installation of the anchor with the required minimum embedment length, le, into the concrete foundation stem - wall or foundation to achieve the tabulated allowable tension loads. Below the stamped "embedment line" mark, the anchor is tent 61/2 degrees. The S-shape embedded end of the SSTB anchor bolts develops a mechanical interlock with the surrounding concrete to achieve the tabulated allowable loads when transferring applied tension forces into normal -weight concrete foundation stem -walls or foundations. SSTB anchor bolts are available with standard and extended thread lengths. Table 1 and Table 3, and Figures 1 through 5 and 11 through 19, provide product dimensions, installation details, minimum embedment lengths, and allowable tension loads. The SSTBL models (e.g., SSTB24L) have the same capacity and characteristic as the comparable SSTB models (e.g., SSTB24), except they have longer thread lengths. See footnote 8 to Table 1 of this report. 3.1.2 SB Series Anchor Bolts: The SB Bolt series cast - in -place anchor bolts are ductile steel anchors that transmit applied tension forces into the concrete foundation stem - wall and concrete foundation. A mechanical interlock is formed between the hardened concrete and a factory - installed ale -inch -thick (9.5 mm) steel bearing plate (washer) held onto the end of the SB bolt with two hex head nuts, one having an indentation to prevent removal of the bearing plate. The SB anchor bolts have UNC rolled threads compliant with ANSI/ASME B18.2.1, a straight length of plain (unthreaded) bar where the stamped manufacturer's identification is located and a stamped "embedment line" to facilitate the installation of the anchor with the required minimum embedment length, le, into the concrete foundation stem -wall or concrete foundation to achieve the tabulated allowable tension loads. The bottom portion of the SB anchors has a large -radius bend, which provides increased concrete coverage for the steel bearing plate at the end of the anchors embedded in the concrete foundation stem -wall or concrete foundation. Table 2 and Table 4, and Figures 5 through 10 and 20 through 28, provide product dimensions, installation details, minimum embedment lengths and allowable tension loads. 3.2 Material: 3.2.1 Bolts: The proprietary SSTB or SB anchor bolts described in this report are manufactured from steel complying with ASTM F1554 Grade 36, with a minimum yield strength of 36,000 psi (248 MPa) and a minimum tensile strength of 58,000 psi (400 MPa). ASTM F1554 Grade 36 anchor bolts meet the definition of ductile steel elements in accordance with ACI 318 Chapter 2 (ACI 318 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are theta to be construed as an endorsement of the subject of the report or a recommendation far its tree. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright ® 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 7 ESR-2611 I Most Wldely Accepted and Trusted Page 2 of 7 Section DA for the 2012, 2009, and 2006 IBC). Some anchor bolts may also be available with batch hot -dipped galvanized coating and have an average minimum specified coating weight of 1.25 ounces of zinc per square foot of surface area (381 g/M2), in accordance with ASTM A153 Class C. These anchors are denoted by model numbers ending with the letters HDG; model numbers in this report do not list the HDG ending, but the information shown applies. Anchor bolts used in contact with preservative -treated or fire -retardant -treated lumber must comply with IBC Section 2304.10.5 (IBC Section 2304.9.5 for the 2012, 2009, or 2006 IBC); or 2015, 2012 and 2009 IRC Section R317.3 or 2006 IRC Section R319.3; as applicable. The lumber treater, the report holder (Simpson Strong -Tie Company), or both, shall be contacted for recommendations on minimum corrosion resistance used with specific proprietary preservative -treated or fire -retardant -treated lumber. 3.2.2 Nuts and Washers: The end of each SB anchor bolt embedded in concrete has a factory -installed, 3/8-inch- thick (9.5 mm), ASTM A36 steel bearing plate (washer) sandwiched between two hex head nuts. Nuts and washers, or transition couplers, used to connect an SSTB or SB anchor bolt to a hold-down device or threaded rod are not supplied with the anchor bolts. Hex head nuts and washers, or transition couplers must be specified by the report holder (Simpson Strong -Tie Company), the design professional, or both. Nuts and washers or transition couplers shall be of appropriate material, size, and coating to match the anchor bolt or attachment requirements. 3.2.3 Concrete: Concrete must be normal -weight concrete complying with the provisions of IBC Chapter 19 or IRC Section R402.2, as applicable. The design values in this report are based on a minimum specified concrete compressive strength, fc, of 2,500 psi (17.24 MPa). 3.2.4 Steel Reinforcing Bars (Rebar): Steel reinforcement must be minimum No. 4 deformed reinforcing bars complying with ACI 318. 4.0 DESIGN AND INSTALLATION 4.1 Design: Applied loads (from engineered design) or prescribed loads (from the IRC) must not exceed the allowable loads shown in this report. Tables 1 and 3 and Tables 2 and 4 specify Allowable Stress Design (ASD) tension loads for, respectively, the SSTB and SB series cast -in -place anchor bolts. Allowable tension loads are shown for different anchor locations, as indicated in the tables, and for type of loading (seismic or wind). When the governing load combination includes seismic loads, the allowable (ASD) seismic load values shown in the tables must be converted to strength design (LRFD) load values for compliance with 2015 IBC Section 1905, 2012 IBC Section 1909 or 2009 and 2006 IBC Section 1912. The procedure for converting tabulated allowable (ASD) load values to strength design (LRFD) load values is provided in the footnotes to the tables. The first exception to IBC Section 1613.1 permits detached one- and two-family dwellings assigned to Seismic Design Category (SDC) A, B, or C to be exempt from the seismic design provisions of the code. 4.2 Installation: Installation of the proprietary bolts must be in accordance with this evaluation report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs. The SSTB and SB series cast -in -place anchor bolts must be installed in normal -weight concrete foundation walls or stem -walls having the minimum thickness shown in the tables, or in a monolithic concrete slab with integral footing with minimum dimensions shown in the tables. A horizontal cold joint is not allowed within the anchor's required minimum embedment depth, unless provisions are made to transfer the load. Anchor bolts must be installed with the minimum embedment length, /ei noted in the tables of this report. Each anchor bolt has a stamped embedment line to facilitate proper installation. Placement of the S-shaped end of the SSTB anchor bolts and the larger -radius bent end of the SB anchor bolt must be between 45 and 90 degrees relative to the edge of concrete foundation walls or stem -walls or foundation, except for corner and end -wall installations where it must be 45 degrees. Anchors must be installed with a minimum concrete edge to center of bolt distance of 13/4 inches (44.5 mm) and a minimum end to center of bolt distance equal to the embedment length, /e, to achieve the tabulated maximum allowable tension loads. Tables 1 and 2 also provide allowable tension loads when the anchors are installed at reduced end distances and Tables 3 and 4 provide allowable tension loads for installations in alternate footing configurations. Minimum anchor center -to -center spacing, Sm;,,, must be three times the minimum required embedment length, le, that is, Sm#, = 3 x I,, for anchors acting in tension at the same time for each anchor to be assigned the tabulated maximum allowable tension load. The tabulated allowable tension loads are based on anchors installed in concrete reinforced with a minimum of one No. 4 deformed steel reinforcing bar located within the potential concrete failure region at the top portion of the foundation wall where the proprietary anchor bolt is located. The No. 4 steel reinforcing bar must be installed from 3 to 5 inches (75.6 mm to 126 mm) from top of foundation, and centered within the concrete stem -wall or placed 3 to 4 inches (75.6 mm to 100.8 mm) from the edge of a monolithic concrete slab with integral footing. The No. 4 reinforcing bar is not required to be tied to the anchor bolt provided the reinforcing bar is installed at locations shown in the figures of this report and as described in the manufacturer's published installation instructions. The anchor bolts and the required No. 4 deformed steel reinforcing bar must be accurately placed and supported to preclude dislocation during placement of concrete. When the foundation is reinforced structural concrete, the foundation rebar may be used in lieu of installing the No. 4 rebar previously described, provided the foundation rebar is located within the potential concrete failure region at the top portion of the foundation wall where the proprietary anchor bolt is placed. When the foundation (footings and foundation walls) is permitted to consist of plain (unreinforced) structural concrete in accordance with 2015, 2012 and 2009 IBC Section 1807, or 2006 IBC Section 1805, or IRC Chapter 4, installation of one No. 4 rebar is required within the potential concrete failure region at the top portion of the foundation wall where the proprietary anchor bolt is located, except the rebar need not be continuous throughout the foundation wall. The rebar must have the minimum length and must be placed as shown in Figures 2 and 7.The No. 4 reinforcing bar is not required for Slab -on -Grade Edge, Slab -on -Grade (W Sladden Engineering October 18, 2017 45090 Calf Center Parkway, Suite F, India, CA 92201(760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, 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 Project No. 544-17329 17-10-430 Sunlite Development ZOl� ` P.O. Box 10668 ik Palm Desert, California 92255 lTY OF LA QU1 NTA V ILDING & SAFETY DEPT. Project: Proposed Custom Residence DEC 2 9 20APPROVED 52-935 Via Savona ' , FOR CONSTRUCTION The Hideaway CITY OF LA r La Quinta, California COMMU1y1 -,r,...., N , �'''1 ?iG BY . 1 18 Subject: Geotechnical Update 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 SIadden 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 52-935 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 October 18, 2017 -2- Project No. 544-17329 17-10-430 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 Ieast 2 inches of clears 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 Sn, generaIly 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). C1,-,,a...- E1.-_.:.._.._:.__ October 18, 2017 -3- Project No. 544-17329 17-I 0-430 The seismic design category for a structure may be determined in accordance witll 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):1/11/111 Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.501g Si (Figure 1613.3.1): 0.691g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 {Fa X Ss)): 1.501 g Sml (Equation 16-38 1Fv X Sil): 1.036g SDS (Equation 16-39 12/3 X Sms)):1.000g SDI (Equation 16-40 (2/3 X Sm11): 0.691g Seismic Design Category: D If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson Principal Engineer SER/gvm Copies: 4 / Addressee ��,O F ❑r,' Soo e Y � u CE� ry 9C'r7/Ja E'P.QVI" ):Q7 j -f CAL .Vaddvs Rnainanriwn Please verify that soils reports contain all of the above Information. In addition, to assure continuity between the investigationlreporting 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 Gbecklist 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. s No Cilterion ® Foundation criteria based upon bearing capacity of natural or compacted soil. ® Foundation criteria to mitigate the effects of expansive soils_ U Foundation criteria based upon bearing capacity. of natural or compacted soil- ® Foundation criteria to miiigate_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_ U 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 as specific required collections. �OF SS1 MDERSOM _ gip. G'tiGi'18 in CEi�fL V Fnrrrrlwr . '_- �d Sla+dden 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 Evan Avenue, BeaumOM CA 92223 (951) 845-7743 Fax (951) 845-8863 800 L. Florida Avenue, Hemel, CA 92543 (95)) 766-8777 Fax (951) 766-8778 November 7, 2017 Sunlite Development P.O. Box 10668 Palm Desert, California 92255 Project: Proposed Custom Residence 52-935 Via Savona The Hideaway La Quinta, California Subject: Soluble Sulfate Content Test Results Project No. 544-17329 17-11-468 Ref: Geotechnical Update prepared by Sladden Engineering dated October 18, 2017; Project No. 544-17329, Report No. 17-10-430 In accordance with your request, we have sampled the surface soil on the subject lot located at 52-935 Via Savona within the Hideaway Development to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Laboratory testing indicated soluble sulfate content of 2500 ppm (0250 percent) that corresponds with the "severe" exposure category in accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08, special sulfate resistant concrete mix designs will be required for structural concrete on this project. Structural concrete in contact with the soil should have a minimum compressive strength of 4500 psi and a maximum water cement ratio of 0.45. Test results are attached. If you have questions regarding this letter or the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson,, Principal Engineer Letter/gvm RED ANDERSON � GG5389 IT ExP- 30 11 B rr # FNC,lNEERPAG OF Copies: 4 / Sunlite Development r?:'v..`:f 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: October 31, 2017 Account No_: 544-17329 Customer: Sunlite Development Location: The Hideaway, 52-935 Via Savona, Lots 25/26A, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 PPm 2500 Soluble Chloride per CA 422 PPM i Sulfate 544-17329 103117 'TABLE 19-A-2—REQU[RERiEFiTS FOR SPECIAL FE-CPOSURE COND[i ONS - - r,wuFay� • • ?roR uI)AU w�x��a . WATERLta.rErt-i_rggL �c�5"!acxr. MA"TERIA! RA7" 8Y_ _ AGGREGATE-GOFiCR> I - EXPOSURECON13MON WEICK Wo .;VWEIGi{3- -: �r=•: AGG}7;" _ CONCR_EfE Conr,rcte intended to have lotvpermcahility when R.Dpbd9-tar LtPB cxposcd to watcr - oso Canerciccxpascd [o'fM,--vd[hawing in 4.OaOTing a maist tnndidon or to dcicingchcmdcaL,, 0_d5 For tnrrosion prQlrcdan for rrinfacccd roncrctc 4,500 Lrposcd to chlari&s from dciring phcmicalS, cabs or brackisFi ivatrr, ar;pra�•tiarrz ' Ihcsr-saurrrs TABLE 19-A-3—REQUlREMEI,US.FOJ4 CpkIC 13ETEiJ7.7 FrE EXPOSEI� �O SL1LFll7E Q�]TAj1 [ING-50L= • _ HOF!},IAL-SYOGFfi =AGGG EG,ATE - - _ - AGGR!~GATE _- G6NCAEr'E - _ • lda�dmum Y�'s3ar- ' WATER- SOLUeF.E Carntrttltlotrs _ t� 'Narmaf- - - -SifeFpl•[[and - SC1C-FATE bidta ri ats- A a it o; bp:. llphhvc 1pht ' Soo w S-o[L, _ '�z?• h4_.r SULFATEP CErftAGEliY SULPATE(Saj1H fiocmaRWcl9lilr aEC?StJRE -ApCR�pRtt Cnncrc�a.:P�rF WSIGI-fT WATER, a4P�9-nta ppn CEJLlENrTyPE Gencretes l�(c,gl igil7lc - - xam684'rorUPa 0_Ct)-O.I 0 ldcdcratc2. O.IMao l5f}-1 50Q ff. P(MS), is "0S0- (M5j 4,000 StuGtc 0.20-2-00 IS(Xl-IO.DOO Ycry severe Over? p0 aver 10.0[30 . po�iart . 'A to' theta a��ins[ corrosion oFcmb=ttdcd i�crns ar Erccrin g Y FL L 9iA- Cnr la►u per rcabilitybrfvrprntr�unn " i5r�watcr_ g and chewing _ [I'abEe i9-�z_ aPbxhi BgL [.Fiat has tr-rnc dc�-rrc�incd by res[ orsGrvic rrrard roimprovesvIFatc rrsisran� whaa cure[ in concxctcean- �g 'I}'Pc V ctrtcnC , 2--2&4