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BRES2017-005578-495 CALLE TAMPICO D VOICE (760) 777-7125 FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/22/2017 Application Number: BRES2017-0055 Owner: Property Address: 58825 QUARRY RANCH RD QUARRY PROTECTS, LLC , APN: 766060072 P 0 BOX 157= Application Description: QUARRY PROJECT/ 3,8475F DWELLING/VB/RES-3/CLASS-A/SPRINKLED RANCHO MIFMGE, CA 92270 Property Zoning: Application Valuation: $375,753.00 Applicant: CHUCK FRASE AUG 2 2 2017 CiTY OF LA QUINTA COMMUNITY 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 of the Business and Professions Code, and my License is in full force and effect. License Class: License No.: Co�: 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 u cts the applicant to a civil penalty of not more than five hundred dollars ($500).: .I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and 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 - did not build or improve for the purpose of sale.). 0-22 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.). v C am exempt under Sec. B.&P.C. for this reason 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 Contractor: OWNER BUILDER Llc. No.: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury ona of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance Of tj�e�ictfVfor which this permit is issued. ' I have and will maintain workers compensation insurance, as required by Section 3700 of the Labor Code, for the perormance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: _ it certify that in the performance :)f the work for which this permit is issued, I shall not employ any person in any mannerso as to become subject to the workers' compensation laws of California, and agreethat, if I should become subject to the workers' compensation provisions of Sectirn 3700 of the Labor Code, I shall forthwith comply with thos provisions. /tea P , DA ,, ,/!►��, Date Apples icant: WARNING: FAIL E TO SECURE WORKERS'=OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($1OQ000). 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 tc the Building Official for a permit subject to the conditions and restrictions set forth on :his 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, aed the applicant, each agrees to, and shall defend, indemnify and hold harmless the Ciy of La Quinta, its officers, agents, and employees for any act or omission related 0 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 cancella5on. I certify that I have read this application anc 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 represe itatives of this city to enter upon the above- mentioned prop rty for inspection purposes. Date: !� Signature (Applicant or Agent) "W Date: 8/22/2017 Application Number: BRES2017-0055 Owner: Property Address: 58825 QUARRY RANCH RD QUARRY PRO. ECTS, LLC APN: 766060072 P 0 BOX 1573 Application Description: QUARRY PROJECT / 3,8475F DWELLING/VB/RES-3/CLASS-A/SPRINKLED RANCHO MIRAGE, CA 92270 Property Zoning:. Application Valuation: .$375,753.00 Applicant: Contractor: CHUCK FRASE OWNER BUILDER Llc. No.: Detail: 3,8475F DWELLING WITH 727SF CABANA [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, WATER FEATURES, BLOCK WALLS OR,DRIVEWAY APPROACH. ***INVESTIGATION FEE ASSESSED FOR WORK COMMENCED PRIOR TO PERMIT ISSUANCE"* 2016 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT INVESTIGATION FEE 101-0000-42400 1 $713.36 DESCRIPTION ACCOUNT QTY AMOUNT INVESTIGATION FEE 101-0000-42400' 0 $430.76 DESCRIPTION ACCOUNT QTY AMOUNT INVESTIGATION FEE 101-0000-42400 0 $38.00 Total Paid for ADMINISTRATIVE: $1,182.12 DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $439.38 Total Paid for. ART IN PUBLIC PLACES - AIPP: $439.38 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 2 $304.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 2.5 $380.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 2 $304.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 1 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 1 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 2.5 $380.00 Total Paid for BLDG CITY STAFF - PER HOUR: $1,672.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $16.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $16.00 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 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 $51.68 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,00051', PC 101-0000-42600 0 $21.28 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF 101-0000-42403. 0 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-426000 $50.16 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $275.12 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 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600 0 $101.32 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 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE PC 101-0000-42600 0 $101.32 DESCRIPTION ACCOUNT QTY AMOUNT OTHER MECHANICAL EQUIPMENT 101-0000-42402 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT OTHER MECHANICAL EQUIPMENT PC 101-0000-42600 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN 101-0000-42402 0 $126.70 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $50.70 Total Paid for MEC:BANICAL: $777.78 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 $713.36 Total Paid for NEW CONSTRUCTION PERMIT: $713.36 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $329.60 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,200.00 Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,529.60 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 101-000042600 0 $17.73 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $304.08 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $304.08 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 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 0 $12.67 Total Paid for PLUMB114G FEES: $818.44 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $48.85 Total Paid for STRONG MOTION INSTRUMENTAT30N SMI: $48.85 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: $17,725.1S a Bin -.. _ City of La Quill to Building 9 Safety Division P.O. Box 1504,78495 Cab Tampico 4.Quinta, CA 92253-:(760) 777 7012 Building Pennit ,Application and Tracking Sheet Permit # �2� ��IZ-oos5 Project Address: 58-825 Quarry Ranch Road, La Quinta, •CA Onuses Name:, Quarry Projects, LLC A. P- Number. 766-060-072 Address: P.O. Box 1573 Lat 8 of Tract 32117 Map Book 368 Pgs 12-15 Legal Description: RiveWde County, CA City, ST, Zip: Rancho Mirage, CA 92270 Contractor. Owner Builder - Contact person Chuck Frase • elephvnc: ** see local contact person Adams: P.O. Box 1573 Project Description: —ji le Darn' e !I city, ST, Zip: ftancho Mirage, CA 92270 .. •7 _% Telephone: 760.835.0926 State Lie. #: N/A City Lic, N/A MAR 2 q 2017 Arch., Engr., Designer, William O'Keefe - Architect t ;; r'; .�'` U--k OUINTA Address: f.' . ❑EVE,..OPMENT City, ST, Zip: Newport Beach, CA Telephone: Construction Type: Wood Framed OccuP=Y. R State Lie. #: Project type (circle one): New Add'n Alter Repair Demo Local Contact Person: Chuck Frase Sq. Ft.: 3848 # Stories: single #Utdtg: one Telephone # of Contact Person: 760.835.0926 Estimated VAUC Of Projr-Qt $500,000.00 APPLICANT: DO NOT WRITE BELOW THIS LINE P Submittal Req'd Reed TRACKMO PERMITFM Platt Sets Plain Check submitted Item Amount Strgctural Calca. Revkw4 ready for corrections Plata Check Deposit $1,200.00 Trws Gales. Called Contact Person Plan Check Balance. Mde24 Cale& plans picked up Construction Mood Plata plan Plans resubmitted Meebaileal Goading plan ry / Electrical �•�y ; �,,, V Plumbing t �� DESIGN AND DEVELOPMENT DEPARTMENT SILL Grading STEPHANIE SWANSTROM Developer Impact Fee PERMIT TECHNICIAN A.T.P.P. DIRECT (760) 777-7019 OFFICE (760) 777-7125 76-495 CALLE TAMPICO FAX (760) 777-7011 LA OUINTA, CA 92253 EMAIL: sawanstrom®la-quinta.org Li Subcoatactor st Grant Deed H.O.A. Approval IN HOUSE-- Planning Approval Pub. Wks. Appr School Fees Total Permit Fees pr�r � Yroc�ss-mis a PPI�r��r��- ems- U((Y b� Ur,,(��h� ",�ov�, nod a �.p°`°,� OF � l;?�•ov ,�� C�`�" Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This ttox For District Use Only "I DA,,,, DEVELOPER FF.F_.S PAID i 'l [\A ARlwA. I�H 7 LEVEL. ONE AMOUNT LE�1%1WOAbr0L1T MIMAWK Ai[0[:`rT- CO11 A.UOLyT- DATE: aECFrPT CHECK? rhTrRLS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Quarry Projects, LLC Date: Jelly 17, 2017 Owner's Name: Quarry Projects Phone No. Project Address: 58-825 Quarry Ranch Rd_, LaQuinta Project Description: Single Family Dwelling APN: 766-060-072 Tract #: Type of Development: Residential XX Commercial Total Square Feet of Building Area: 3,847 sq. ft Lot #'s: #8 760-835-0926 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: JuI�i 7, 2617 Signature: f..,[ - - — * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * e * * * * * * * * * * * * * * * 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 Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 111187 Requirement Note: Number of Sq.Ft. 3847 Pursuant to AB 181 any room additions or enclosures of 5oo sq. ft. or less are exempt from developer fees. Any mobile Amount per Sq.Ft. $3.48 homes being relocated within the same school district's Amount Collected S13387.56 jurisdiction are exempt from developer fees. Building Permit Application Completed: YeslNo By: Elsa F. Esqueda, Director of Facilities and Maintenance 1.1 •- } Certificate issued by: Laurie Howard, Secretar y Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill30M, 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"), ofthe 90-day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in acrnrdance with section 66020 of the Government code and other applicable law, this Notice shall sear 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 coda 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 13) such extensions ioay be granted. _ E C E IVE D 11rZ0i0 AUG 2 2 2017 ._ CITY OF LA QUINTi — COMMUNYTY DEVELOPMENT QUARRY RANCH ASSOCIATION Professionally managed by Personalized ' Property Management December 14, 2016 Artisan 40, LLC c/o Brian Foster 58825 Quarry Ranch Road La Quinta, CA 92253 Re: 58825 Quarry Ranch Road Dear Mr. Foster: 68-950 Adelina Road Cathedral City, CA 92234 Phone: (760) 325-9500 Fax: (760) 325-9300 !UN 15 2017 Ci7'y Cr L4 ITNTA The Architectural Committee and their Architectural Consultant have performed their final review of the preliminary plans that you submitted in connection with the above -referenced property. We thank you for your patience during the review process. The Architectural Committee has approved your preliminary plans with the following conditions/exceptions: • The pitch on the casita roof is to be reduced by 50%; • The pool setback is approved at 8' from the back property line; • Roofing materials subject to final inspection and approval by Architectural Committee; and • Review and approval of final plans by the City of La Quinta. We would ask that any changes requested by the City of La Quinta be forwarded to the Association for final review and approval. If you have any questions, please contact me. Thanking you for your assistance, and all the best with your exciting endeavor. For the Board of Directors/Architectural Committee Quarry Ranch Association Sincerely, 4� Caren Carnine Oliva Community Manager Personalized Property Management cc: Board of Directors File Plan Submittal Job Site Owners N Number, Street, or PO City, State, Postal C Owners Phone Nur Owners E-Mail Add Project Managers Project Managers Phone N Project Managers E-mail A Builder / Conta Number, Street or PO City, State, Postal C Project Square Building Permit Number. Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan 4/28/2017 58825 Quarry Ranch Rd (Lot 8) Quarry Projects LLC P.O. Box 1573 Rancho Mirage, CA. 92270 c/o 760-835-0926 C. B. Frase Contracting 760-835-0926 Wraseco ntractinuAg me I I.co m C. B. Frase 35564 Paseo Circulo W. Cathedral City, CA. 92234 3,848 square feet RECilVED MAY 18 Z017 CITY OF LA QUINTA COMMUNITY DEVELOPMENT City Approval By Renadc Gouldlock-DEC/Burriec Waste R A-M?0— .f Date of City Approval Z+/2.7 J/ % Materials To Be Discarded: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse* *Describe Items Tons 16.00 Not recyclable 0.00 Recyclable 0.00 Recyclable 0.00 Recyclable O.DD Recyclable 17.00 Recyclable 2.00 Recyclable 0.00 Recyclable Totals: Recycle Trash 30.8 16.0 Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0.00 4.25 0.00 0.50 0.50 6.50 0.00 Projected Diversion: 55.7$°k 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 jobske 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 diversion progress through bl-monthly reports. if self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer Owner! Developer Project Manager / Superintendent Date 70� 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: 05 / 01 / 17 Developer: _ Quarry Projects, LLC Tract No.: 32117 Tract Name: The Quarry Lot No.(s): g Address(s): 58-825 Quarry Ranch Road Phone Number: ( 760 ) 835.0926 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 #2, #31 #4, #5 & #7 BELOW ❑ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDIN'GSIOTHER-. 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 inf ill 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-guinta.org/PlanCheek/m search.as x 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: / / (7 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: 5.I�-►-7 _ T:\Checklists - Forms &Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc C?-P A � < -� r-Z; � /-1 -7 City of La Quinta - PM 10 Fugitive Dust Control Plan (< 1 acre per Lot or Inf ill Project) This Fugitive Dust Control Plan shall take into account applicable SCAQMD Regulations Rule 403, 403.1, 401, 402, 201, 203 and Portable Equipment Registration Program (PERP). ❖ WATERING: Continuous watering is required to prevent dust and must occur a minimum of four (4) times daily. Water shall be applied from an adequate sized metered water source to dry soils to prevent: • Visible dust emissions > 20% opacity • Visible dust emissions that travel > 100 feet from the source (within site) ■ Visible dust emissions that cross any property line ❖ EDUCATION: The responsible dust control Individual and key personnel shall attend SCAQMD PM10 class and obtain PM10 certificate number prior to construction activity (training information may be obtained by contacting SCAQMD at (909) 396-2183). ❖ CONSTRUCTION & DEMOLITION ACTIVITIES: A copy of this approved Fugitive Dust Plan must be kept on site. At least one short-term stabilization method must be used during off hours. At least one long-term stabilization measure must be used within ten (10) days of ceasing activity. WEATHER MONITORING: Wind predictions shall be monitored. ❖ SIGNAGE: Approved signs shall be installed at a highly visible location. Please refer to the Coachella Valley Fugitive Dust Control Plan Handbook for Construction Signage Guidelines. ❖ TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering and sprinklers; and a maximum traffic speed of 15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. PARKING: Parking is not allowed on pad. All vehicles must park on street at designated areas only. TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public Works inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at the conclusion of each workday. ❖ DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. ❖ FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. ❖ EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. ❖ EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. ❖ DUMP TRUCKS: Open top dump trucks shall be wet down, moist and covered with. a tarp prior to leaving site. ❖ INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. ❖ RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chemical suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative). Property Owner shall notify the City and SCAQMD within 10 days of completion of project. Water Quality Management Plan (WQMP) Exemption Form - Whitewater River Region Documentation of Project Not Reguiring 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) 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 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? 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 outlet(s) 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? ✓ Applicant Information Name and Title Charles Frase Company Representing: Quarry Projects, LLC Phone 760.835.0926 Email cbfrasecontracting@gmail.com Project Information Project Name Type (SFH, Multi -Family, Commercial, Etc.) Quarry Project Lot 8 SFD Location or Street Address 58-825 Quarry Ranch Road Nearest Cross Streets Municipality/County/Zip Code La Quinta Tract Number(s) and/or Assessor Parcel Number(s) Tract # 32117 APN 766-060-072 Other Location Information Watershed I Whitewater River Source Control BMP Information Size of Project Area (nearest 0.1 acre) 0.50 Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) 0.50 Is the project subject to onsite retention by City ordinance or policy? no Name of the Entity that will implement, operate, and maintain the Source Control BMPs Quarry Projects, LLC Chuck Frase Contact Name Street or Mailing Address P.O. 1573 City Rancho Mirage, CA -Zip Code 92270 Phone 760.835.0926 Check Item J 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 Acknowledgement 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. 117-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. Signature: Print Name: Charles Frase Title: Project Manager Date: 07 / 0 / 17 Phone: 1 760 1 835-0926 EsGil Corporation In Partnership with Government for Building Safety DATE: 6/30/ 17 :J APPLICANT --Zf JURIS. JURISDICTION: La Quinta ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: BRES2017-0055 SET: IV PROJECT ADDRESS: 58825 Quarry Ranch Rd. PROJECT NAME: Quarry Projects New SFR The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. �JI 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:-fiL) -€mail: Mail Telephone Fax In Person ® REMARKS: This was a structural only review. Set IV contains only the structural sheets which need to be slipped into Set III to make a complete set of plans. I have rolled sets III and IV together. Thank you! By: Tamara Fischer EsGil Corporation [I GA ❑EJ ❑MB ❑PC 6/29/17 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 �I W—` VI h-4 I I J` jN i v 1 j L o E fu Z X co a X r o m o t N C y 0 U 0 o to m m 0 I 0 - m•o � �� CL E O X OI N N _ co 11 jN N C UJ W Y y I n N 0f J O G 2 J N CZ— e f in L I� i l z 0 Lli F� CZ) w LU v rn> YjII` u°LL 8 3 J tZ +� s E Lc j 0 7 LL s U L O O Ll C' £ V t c LL LL g Z Q Z (� QI O c�i U m m E m m CI 0 0. W w Z o �C.� U� E.w , �•./, aL) )I �/� x c7 m N / l.. E .r x X O p O C W _ QL. o 0l i J IIII L � {II I 7 C• � .cd l E x I I I d `�� 'r ox m m MQD _ m o �= m m m I t aw 00 m ��°d�yl m —g 1 41 •in Q = W I� w � m am O C � 0. _ y Q m ] G I.1 N A u - 1 7 C [) 1 m ID m W I 1 t N r� ` U m d N IIEI �' Vl • l U C 0 ID m C I A If I O L U ! W If N _ w �! S. U i�. 'U l LU a 0 C7 •� .� . C7 C wj 07 NI Z W p G .00 C LL W, — r 0 O 1/3/17 Job# 19686 JH CONSERVATION FOR THE CALIFORNIA LIFESTYLE Charles Frase Quarry Properties, LLC PO Box 1573 Rancho Mirage, CA 92270 760-835-0926 CBECC v2.1 Re: Lot 8 @ La Quinta, CA CL&E A Divislan of Wllilam tall^✓ & Associates Title 24 Compliance-Residential/Non-Residential 3015 Dale Court Ceres, CA 95307 Ph: 209-538-2879 Fx: 209-538-2885 Climate Zone 15 2016 Code Compliance Check what applies: El -Build It Green ❑-CaIGREEN Tier I ❑-Energy Star ❑-CAHP ❑-NSHP Orientation South Facing Photovoltaic Plan (1-Coat Stucco Finish) File Name Square Footage % Above Code % Cooling Improvement Number of Stories Glazing Percentage Roofing Material cL Reflectance/Emissivity Vault Ceiling'" j Above Deck 0 Radiant Barrier W Wall 2x4 Wall 2x6 Knee Wall Floor @ 2ntl Floor Overhang Sub Floor/Slab Lot 8 Q P3323L8 3323 0.1 % 0.5% 1 58.6% TPO 0.66/0.74 R-38 R-16 = CITY Of LA QUINTA R-21+R-4 BUILDING & SAFETY DEPI APPROVED FOR CONSTRUCTION Slab+R-10 Minimum SEER/EER Value 16.0/13.0 x3 U Minimum AFUE/HSPF 0.92 x3 Q Duct Insulation R-8.0 > Bypass Ducts - = Central Fan Integrated (FM) 1495 (0.58 W/CFM) c Fan Wattage Yes (0.58 W/CFM) w Airflow (CFM) Yes (350) = Duct Testing Required Yes (5.0%) Indoor Air Quality (CFM/Fan Tv e) Yes (90.00) Balanced Refrigerant Charge Yes SEER Verification Yes EER Verification Yes c 1 Infiltration (CFM) cOLo = Ducts in Conditioned Space a Low Leakage Air Handler Yes Buried Ducts Surface Area Insulation Inspection"* Yes Pipe Insulation Credit 0 Energy Factor (Tank Size) 0.96(0) 2 Distribution Standard Windows U-Value SHGC Operable 0.31 0.22 Fixed 0.31 0.22 Sliding Glass Door 0.31 0.22 French Door 0.31 0.22 Date of Plans: 6/13/17 RECEIVED AUG 07 2017 CITY OF LA QUINTA COMMUNITY DEVELOPMENT NOTE TO BUILDERS: A HERS certified Rater is required to perform all tests 8 inspections Section WO 3 5 of the Califomia Building Code (2nd paragraph) says, 'The special inspector shall be employed by the owner, the engineer or architect of record, or an agent of the owner, but not the contractor or any other person responsible for the work' None of these requirements are waived for any contractor or rater .. Due to the stdngencies of the California Energy Commission for approved methods of quality insulation inspection California Living & Energy recommends to n5d install batt-insulation in the attic and ceiling areas due to the risk of not meeting the quality insulation inspection requirements "Builders aro strongly encouraged to enforos strict Title 24 compliance with all eubeontrctor scopes of work Modifications to Title 24 specifications during construction may result In compllcations including but not Ilmited to sampling protocol, CF- 3Rtiming delays, state registry error, andlor too. of rebates plus no CIF-3 at final. ZAProjects\Quarry Properties, LLC\Lot 8\T-24\Data Sheets\2017-8-3 Lot 8 - Datasheet doc EXPLANATION OF TITLE-24 DATASHEET PLAN: The square footage of plan and/or plan name used by the General Contractor. ZONE: California is divided into 16 climate zones each having different weather conditions. Your home's energy efficiency requirements are determined by whether your house is in a hot, cold, or mild climate zone. ORIENTATION: The direction the front door faces expressed in degrees or North, South, East, West (N/S/E/W). ATTIC: R-value of insulation in accessible/open attic area. VAULT: R-value of insulation in vaulted areas with no attic access. WALL: R-value of insulation between wall studs. KNEEWALL: R-value of insulation in walls adjacent to open attics. SUBFLOOR: R-value of insulation in sub floor. OVERHANG: R-value of insulation over garage or exterior. SEER: Minimum cooling equipment efficiency. *(No cooling equipment is designed to cool 100% of time and in all situations. Other relevant design factors such as airflow requirements, outdoor design temperatures, coil sizing, availability of equipment, over sizing safety margin, etc., must also be considered. It is the HVAC contractor responsibility to consider all factors when selecting the HVAC equipment.) AFUE: A measure of the minimum furnace efficiency. (Higher numbers are better) AIRFLOW: Verification of improved system airflow rate (CFM) in ducted split and packaged space conditioning systems. If ducts are not designed & installed correctly fan watt & air flow test may have difficulty passing. FAN WATT DRAW: Verification of reduced fan power (Watts/cfm) achieved through improved air distribution system design, including more efficient motors and ducts that have less resistance to airflow. INDOOR AIR QUALITY (IAQ): If the measured continuous/intermittent airflow is equal to or greater than the value for whole -building ventilation airflow rate (CFM), the mechanical ventilation system complies. DUCT INSULATION: Minimum insulation R-value of air ducts, except in conditioned space. DUCT TESTING: Indicates whether or not the duct system is to be airtight. If required, an independent HERS Rater has to test the ducts to ensure they leak no more than 6% and provide verification to CHEERS and building department. REFRIGERANT CHARGE INSPECTION: The TXV Valve regulates the charge and airflow to increase air conditioner efficiency. If used for compliance, an independent HERS Rater must verify the TXV Valve is installed. RC can't be tested when outdoor temperature is to low and HVAC & rater may have to return at a later date at an extra cost. PIPE INSULATION: R-4 or greater insulation applied to all 3/4" or larger, non -recirculating hot water mains. WATER HEATER ENERGY FACTOR/RECOVERY EFFICIENCY (TANK SIZE) The energy factor or the efficiency rating and the number of minimum gallons required for the water heaters. The E.F. number is usually listed on a separate tag beside the yellow EnergyGuide label. (Higher numbers are better) QUALITY INSULATION INSTALLATION (QH): An independent HERS Rater must verify the proper installation of insulation. QII inspections commonly fail, causing delays in construction. WINDOW U-VALUE / U Factor: Minimum U-value of all installed windows. (low values = low thermal escape) SHGC: Solar Heat Gain Coeffiencent. A measure of how well your shade -creating products (such as interior drapes, tinted windows, etc.) stop solar heat from entering your home. A SHGC value of .65 means 65% of the heat is getting into your home and 35% of the heat is being blocked. (low values are good for hot climates) Fixed refers to fixed windows. XO/SH refers to sliding windows. SGD refers to sliding glass door. FRD refers to French doors. Slaidden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 963-0713 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 ,.vtvw.Sladdenengineerin g. corn April 27, 2017 Project No. 544-16334 VWA4-:5- 17-04-176 The Quarry Projects, LLC P. O. Box 1573 Rancho Mirage, California 92270 Project: Proposed Custom Residence 58825 Quarry Ranch Road The Quarry- Lot 8 La Quinta, California Subject: Foundation and Grading Plan Review CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION ❑ATE'S U 101 BY Ref: Geotechnical Update prepared by Sladden Engineering dated December 19, 2017; Project No. 544-16334, Report No. 16-12-510 As requested, we have reviewed the Precise Grading Plans prepared by Essi Engineering along with the Foundation Plans and Details prepared by Newport Structural Design. The plans reviewed were prepared for the proposed custom residence to be constructed on the subject site located at 58825 Quarry Ranch Road (identified as Lot 8) within the Quarry Ranch development in the City of La Quinta, California. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotecllnical 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. Anderson Principal Engineer Letter/clb Copies: 4 / The Quarry Projects, LLC CA5J ,89 E,-p.9130/18 ITT rIVIL r w- RECEIVED JUN 0 5 2017 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201(760) 863-0713 Fax (760) 863-0947 6782 Stanton Avenue, Suite C, Buena Park, CA 90621(714) 523-0952 Fax (714) 523-I369 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 December 19, 2016 (Revised March 28.2017) Project No. 544-16334 16-12-510 The Quarry Projects, LLC CITY OF � /1 O1 IIN'�'/t, P. O. Box 1573 CITY 1..1"l lJ t� Rancho Mirage, California 92270 BUILDING & SAFETY DEFT. APPROVED Project: Proposed Custom Residence FOR CONSTRUCTION 58825 Quarry Ranch Road = The Quarry- Lot 8 DATEtW � E -- - La Quinta, California - VA10-q Subject. Geoteclnnical Update Ref: Geoterhnical investigation report prepared by Sladden Engineering dated July 31, 2002; Project No. 544-2098, Report No. 02-07-445 Report of Observation and Testing During Grading prepared by Sladden Engineering dated December 26, 2002; Project No. 52-2-2098, Report No. 02-12-768 As requested, the following information is provided as it relates to the design and construction of the custom residence proposed for lot 8 located at 58825 Quarry Ranch Road within The Quarry at La Quinta development in the City of La Quinta, California. The referenced Geotechnical Engineering Report was prepared for the Quarry at La Quinta project site prior to development. The residential lot was originally rough graded during the initial development of the Quarry at La Quinta project site. GeoteclnnicaI observations and compaction testing were performed during the rough grading and are summarized in a rough grading report prepared Sladden Engineering, Inc. Previous grading included recompaction of the underlying native soil and the placement of engineered fill material to construct the subject lot and adjacent lots. The previous grading report provides documentation of the grading operations and confirms that the rough grading was performed in accordance with the recommendations of the referenced Geotechnical Investigation report and applicable grading codes. Remedial Grading: Because the lot has been previously rough graded, the remedial grading work necessary at this time should be minimal. Prior to grading, the surface should be stripped of the existing vegetation and irrigation systems. The surface soil should be watered and the surface should be recompacted to correct any disturbance that may occur during clearing operations. Any fill material placed within the building areas should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Compaction should be verified by testing. RECEIVED Sladden E1044-2 p 17 CM OF LA QUINTA hO December 19, 2016 (Revised March 28, 2017) -2- Project No. 544-16334 16-12-510 Structural Considerations: The structural recommendations included in the referenced Geotechnical Engineering Report remain valid. Allowable bearing pressures, lateral pressures and frictional coefficients as outlined in the referenced report should be applicable for foundation design. These structural values are summarized below. Conventional shallow spread footings should be bottomed into properly compacted fill material at least 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 may be designed using allowable bearing pressures of 1500 psf and 1800 psf, respectively. Allowable increases of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 2500 psf. The recommended allowable bearing pressures may be increased by one-third when considering wind and seismic loading. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along die sides of the foundations. A coefficient of friction of 0.45 between soil and concrete may be used with dead load forces only. A passive earth pressure of 275 pounds per square foot, per foot of depth, may be used for the sides of footings that are placed against properly compacted native soil. 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 minimal reinforcement of #3 base at 24 inches on center in each direction. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. The seismic design category for the 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 structure. 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):1.500g S1 (Figure 1613.3.1)a 0.600g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)):1.500g Sm1 (Equation 16-38 {Fv X S1]): 0.900g SD5 (Equation 16-39 [2/3 X Sms]): 1.000g SDI (Equation 16-40 (2/3 X Sm1]): 0.600g Seismic Design Category: D Sladden Engineering December 19, 2016 -3- Project No. 544-16334 (Revised March 28, 2017) 16-12-510 We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERIN %J BRFi r L. ANDERSON Brett L. Anders n Flo. C45389 - �9130/18 Principal Engine e ENGINEERING 5ER/cib OF r.s Copies: 4/ The Quarry Projects, LLC Sladden Engineering La Quinta 14-763 06/ 17/ 14 SO E--i- i V32 3 If-- 1-2-510 Please verify that soils reports contain all of the above information. In ad 'r continuity between the investigation/reporting stage and the execution stagte n,,pleaase L to ass the toilowing checklist to verify that the conclusions and recommendations in the re cover all the required elements. Only then can we be assured that the construction poi s documents address all of the site soil conditions. La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address following criteria? each of tl "Address" means; (a) the criterion is considered significant and mitigation measure(s) no (b) the criterion is considered insignificant and explicitly so stated. Yes No .-Y 13 0. El IN or; Criterion Foundation criteria based upon bearing capacity of natural or compacted soi Foundation criteria to mitigate the effects of expansive soils. Foundation criteria based upon bearing capacity of natural or compacted soi 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_ ® Foundation criteria to mitigate the effects of varying soil strength. ® Foundation criteria to mitigate expected total and differential settlemi-nt Any "Non answers to the above checklist should be noted as specific required corrections. q A