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BRES2017-026277-7125 78-495 CALLE TAMPICO 4 VOICE (760) 7 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760)777-7153 BUILDING PERMIT Date:. 1/8/2018 Permit'Type/Subtype: BUILDING RESIDENTIAL/DWELLING - SINGLE FAMILY DETACHED Owner: Application Number: BRES2017-0262 SCOTT & SHANNON COOK Property Address: 52654 VIA DONA 2404 199TH AVE CT E APN: 777410003 LAKE TAPPS, WA 98391 Application Description: HIDEAWAY / COOK / SFD Property Zoning: Application Valuation:. •$484,976.40 Applicant: FEDDERLY & ASSOCIATES .78206 VARNER ROAD ST D #248. PALM DESERT, CA 92211 JAN 0 S 2018. 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: B License No.: 762889 .Qa% Contracto : OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (� 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). . I I 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: Contractor: FEDDERLY & ASSOCIATES 78206 VARNER ROAD STE D #248 PALM DESERT, CA 92211 (760)773-5205 Llc. No.: 762889 WORKER'S COMPENSATION DECLARATION - I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance oft e ork for which this permit is issued. I have and will maintain workers' compensation insurance, as required by' Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: SECURITY NATIONAL INSURANCE COMPANY Policy Number: 762889 _ I certify that in the performance of the work for which this permit is issued, l 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 Irovisions. El DgtZe: 1 V I Apphca"i: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). 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 arid 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- mentioned property for inspection purposes. Date: ( � Sig�tur� (Applicant or Agent): Date: 1/8/2018 Application Number: BRES2017-0262 Owner: Property Address: 52654 VIA DONA SCOTT & SHANNON COOK APN: 777410003 2404 199TH AVE CT E Application Description: HIDEAWAY /COOK / SFD LAKE TAPPS, WA 98391 Property Zoning: Application -Valuation: $484,976.40 Applicant: Contractor: FEDDERLY & ASSOCIATES FEDDERLY & ASSOCIATES 78206 VARNER ROAD STE D #248 78206 VARNER ROAD STE D #248 . PALM DESERT, CA 92211 PALM DESERT, CA; 92211 (760)773-5205 Llc. No.: 762889 Detail: . FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES- RESIDENTIAL 270-0000-43201' 0 $712.44 Total Paid for ART IN PUBLIC PLACES - AIPP: $712.44 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - ESGIL CIVIL ENGINEER 101-0000-42600 5 $525.00 Total Paid for BLDG CITY STAFF - PER HOUR: $525.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $20.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $20.00 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 250-0000-432000 $2,842.00 Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 DESCRIPTION- ACCOUNT QTY AMOUNT SERVICES 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT SERVICES PC 101-0000-42600 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE PC 101-0000-42600 0 $17.73 Total Paid for ELECTRICAL: $81.06 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $92.82 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000742600 0 $38.22 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: $338.57 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 101-000042402 0 $228.00 ' DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600 0 •$151.98 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 0 $126.70 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $50.70 DESCRIPTION ACCOUNT QTY AMOUNT WALL HEATER 101-0000-42402 0 $101.32 'DESCRIPTION ACCOUNT QTY AMOUNT WALL HEATER PC 101-0000-42600 0 $50.68 Total Paid for MECHANICAL: $1,107.10 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PERMIT 101-0000-42400 0 $777.67 Total Paid for NEW CONSTRUCTION PERMIT: $777.67 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 $160.55 Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,660.55 DESCRIPTION ACCOUNT QTY AMOUNT BACKFLOW DEVICE 101-0000-42401 0 .$12.67 - $12.67DESCRIPTION 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 $456.12 ' DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $456.12 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 101-000042401 0 $88.69 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000-42600 0 $88.69 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: $1,281.32 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE'- MAJOR 101-0000-42416 0 $20.00 Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $20.00 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $63.05 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $63.05 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 Bin # — M Permit # Project Address: A. P. Number: — Legal Description: Contractor: r (A Address; City, ST, Zip: M State Lic. # : Arch., Engr,, Designer: ^r TC71, Address: Is -;; ] 4kyarne Y City, ST, Zip: Telephone:( 7�� �L.x.1 � •�LJ� State Lic. #: Name of Contact Person: IQ 1 cn Telephone # of Contact Person: h Gi # Submittal Rena Plan Sets Structural Coles. Truss Coles. Title 24 Coles. Flood plain plan Grading plan Subcontactor List Grant Deed H.O.A. Approval IN HOUSE: - Planning Approval Pub. Wks. Appr School Fees City of La Quinta Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Dam Owner's Name: } Address: C h City, ST, Zip: _ hexies,, Telephone: *- Project Description: i a l t 11 ] i 4 h rV +(Y frvx3 rli -I An J x �cc zf� 1 no n CY' - Li 1 AE I a - � i ■ ■ z a•,': F>> >. Construction T e: .. ... :: Project Pro a •srd"s��.;,..��:>:s::z::::.'-::�:��:;:;;�:::::::;:;::•:� j type (circle rcle one): ew tir�11�j Sq. Ft.:`#Stories: V 5 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE Rec'd TRACKING �kY+'. Occupancy: Add'n Alter Repair Demo '% 1 # Units: PERMIT FEES Plan Check submitted Item Reviewed, ready for corrections Plan Check Deposit Called Contact Person Plan Check Balance Plans picked up Construction Plans resubmitted Mechanical r'. Review, ready for corrections/issue Electrical Called Contact Person Plumbing Plans picked up S.M.I. Plans resubmitted Grading aw Review, ready for corrections/issue Developer Impact Fee Called Contact Person A.I.P.P. Date of permit issue Total Permit Fees Amount Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: Owner's Name: Scott & Shannon Cook Scott & Shannon Cook This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/ND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) (The Hideaway) Project Address: 52654 Via Dona, La Quinta, CA 92253 Project Description: 1 Single Family Dwelling Unit APN: 777-410-003 Type of Development: Residential Tract #: XX Commercial Total Square Feet of Building Area: 5,372 SQ. FT. Date: January 5, 2018 Phone No. Lot #Is: 78 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:-oar/developer. Dated: l b 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 Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Number of Sq.Ft. 5,372 Amount per Sq.Ft. $ 3.48 Amount Collected $18,694.56 Building Permit Application Completed: Yes/No By: William Aguirre, Director of Facilities n �� �1 Certificate issued by: Leticia Torres, Facilities Analyst 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. Ext(REC + I good cause, as determined by the School District, and up to three (3) such extensions may be granted. [f[fd��� ����wwwwee ■@@�'■ f+`r MV:clncc',,IC� Icr< ccItiIICalc of cumhli:uirC firm updntCkl ;-200I JAN 0' 2018 11/2010 CITY OF LA QUINTA COMMUNITY DEVELOPMENT October 9, 2017 Mr. and Mrs. Scott Cook 2404 199th Ave., Ct. E Lake Tapps, WA 98391 Re: Lot 3D at 52654 Via Dona Construction Document Review #1 Dear Mr. and Mrs. Cook: This correspondence shall serve as notification that the Hideaway Design Review Committee (DRC) reviewed your construction document submittal at the October 3, 2017 meeting. The project has been approved to start construction subject to the following comments being revised and resubmitted no later than October 3 1 " for review at the November 7th meeting. 1. Please review all plan sheets to make certain the wall locations and heights (including columns) match and that all new walls are located within the property boundaries. 2. Courtesy comment: Please review the location(s) of all meters to make certain they meet with the new code restrictions regarding size and spacing between services. As a side note, the gas meter may be required to be relocated to the opposite side of the lot. Please submit any changes that may be required by outside agencies. 3. The raised plinths in the rear yard still appear to exceed the 18" maximum exposure allowed per the guidelines. Please modify the plans as necessary. 4. The planter between the property line wall and the hardscape is still indicated at only 2' (rather than the 3' required per the guidelines) on the North side of the property. 5. The plans require a final review and approval by Gerry Tarsitano on behalf of the Golf Club. 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 Permits is obtained. Sincerely, THE HIDEA WA Y DESIGN RE VIE W COMMITTEE Title: cc: Fedderly & Assoc. Shannon@hamishautofainily.com DRC File Date: Pursuant to Cal. Civil Code, any rejection by the DRC may be appealed to the Board of Directors for die AssAd706 J76y`ou wish fo pursue an appeal, please contact the Association's property manager directly. _ Cl'fl' OF LA QUiNTA COMMUNITY DEVELOPMENT voEsGI A SAFEbuitfCompany DATE: 12/ 13/2017 ❑ APPLICANT ❑- 1URIS. JURISDICTION: La Quinta PLAN CHECK #.: BRES2017-0262 SET: II PROJECT ADDRESS: 52654 Via Dona PROJECT NAME: Cook Residence ® 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 codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. u 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 staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: J (b p) Email: Mail Telephone Fax In Person ® REMARKS: "Structural Only" review. By: Bert Domingo Enclosures: EsGil ❑ GA ❑ EJ ❑ MB ❑ PC 12/6/2017 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 (W Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 November 21, 2017 Fedderly & Associates 78206 Varner Road, Suite D #248 Palm Desert, California 92211 Project: Proposed Custom Residence 52-654 Via Dona The Hideaway La Quinta, California Subject: Geotechnical Update Project No. 544-17366 17-11-485 RECEWED DEC 0 8 2017 CITY OF LA QUINTA COMMUNITY DEVELOPMENT 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 ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 52-654 Via Dona 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 www.Sladdenengineering. cont November 21, 2017 -2- Project No. 544-17366 l 7- l l -485 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 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 2016 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane. Sladden Engineering www.Sladdenengineering.com November 21, 2017 -3- Project No. 544-17366 17-11-485 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2016 CBC or ASCE7. According to the 2016 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2016 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): I/II/III Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.501g SI (Figure 1613.3.1): 0.692g Fa (Table 1613.3.3(1)): 1.0 Fv (Table 1613.5.3(2)): 1.5 Sms (Equation 16-37 {Fa X Ss)): 1.501g Smi (Equation 16-38 {Fv X Si)): 1.038g SDS (Equation 16-39 12/3 X Sms)): 1.00og SM (Equation 16-40 {2/3 X Smi)): 0.692g Seismic Design Category: D In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. The testing indicated soluble sulfate content of 4500 ppm (0.450 percent) that corresponds with the "severe" exposure category in accordance with ACI 318-08, Table 3. 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. 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 AND L. RSC1 4 C45339 i8 pCW- * hlGlt4F 1NG ae/ .� 0 FF C Sladden Engineering www.Sladdeitengiiieering.com 5L) - �-131 O Lp r 1- �l"LL O5 Please verify that soils reports contain all of the above information. In addition, to assure continuity between the Investigation/reporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that the construction documents address all of the site soil conditions. La Quinta Ceotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted, or, (b) the criterion is considered insignificant and explicitly so stated. es . No Cilterlon ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. ❑ Foundation criteria to mitigate the effects of expansive soils. ❑ Foundation criteria based upon bearing capacity. of natural or compacted soil. ❑ Foundation criteria to mitigate the effects of liquefaction. ❑ Foundation criteria to mitigate the effects of se€smically induced differential settlement. l ❑ 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 settlement. Any "No" answers to the above checklist should be noted as specific required corrections. Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: November 21, 2017 Account No.: 544-17366 Customer: Fedderly & Associates Location: The Hideaway, 52-654 Via Dona, Lot 3D, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 ppm 4500 Soluble Chloride per CA 422 ppm Sulfate 544-17366 112117 'TABLE 19--A-2—REQUIREMENTS FOR SPECIAL ExPOSl1RE CQNDM0liS 1.Wtt1.iVM - . AL`-WEfGW AND . ,NOR " WATER-tV.fENTI t�QT15 -UGli*oc;rfr A2kTEAlAI�Sv RAl70; Y.AGGREGAfECr7C� o$ EXPOSURE CONDMON WE1GFfl NaRltgt''hf7GFii AGG1iEGATE CORCRETE - = _. Concrete intended to have tow permeability when x 0_00689-for MPa t-xPoscd to water OSO Concrefc exposed 1a•frcczjng and thawing in moist �,D00 = a condition or to deicing chcraicals ` FOE- WE-rpsion pra4ectian for rcinfarccd cnncrttc c:c se-t d o cMorid - I� • � fn7tn dclCiRs-hernica salts or • brackishwater, or spray.�o� 1�r� Sb�mrcfz, - 0.4-0 5,000 - - TABLE 19-A-3---H EQUIREMENTS:FOR CONCRETE ` EXPOSED TO -U FATE--COhTTAINf�IG SOLLfTIOAIS h[URhUIL-lifi] EIG GIiT CHXWEICiT - - =AGGREGATE•: - . AGGREG C47NCRETE -- _ _ RSaxLnum"F`fatar- WA-FF I -SOLUBLE Camtrzbtlouj - ir,kwxpaF - - ;55FolphLarid - SULFATE - h[aterleltlRatln,-hy:. __tlghtwclght- ((SQ I- SULFATE PERG AGE: BY suLFAT� idarrn�3- slant. -Aga"ute- _ Cnnc N Pal, (SDI} IN _ t7CPi�S!lR7= WATER, W0-0-1 Ppm CEMENTTYPE CQ regal . , _ x GZ0689-forA{Pa_ Ncgligib[c 0 OQO.10 0-LSO _ Modcratc2_ 0.10 D20 I50-1,500 if, Ep(MS), LS -050- — 4,000 (MS) Severe 020-2-00 1'S0t1 [0,000 V 0.45 Vcry sever-- OVcr2.00 Ovcr 1p,000 Yp[us 0.45 4,500 _ - Lsorxalan� - - 4,500 _ IA 1 vratcr ccroentixnb6dda�am sdo achighe s4rngih mak bcLmquimd for low pcsmcibiiiry omit against cocrosipn'ofemL�cddcd items ar Ereng ar d thawing [Table 19--2]- �Scawatcr_ nrforproteetion - ?Poaalari that has Lc derma i7y test orstrvicc record to irnprnvcsulfagc rrsistancc Whcn uu;din concrete con- taiiting'TyPc V ccxncnt - _ 2-2154 $RES 20 1-7- 0.26 2. 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: �/ 2 111 Developer: lu �' ,�sxcaa S Tract No.:2igyfract Name: Lot No.(s): Address(s): �'Joc.. 6 UCA) Na Phone Number: `150 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: X CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 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, PM 10 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/PlanCheck/m search.asox 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 st ff. l2 27 L% Recommended by:._ Date: Public Works Distribution: ( Green Sheet to Building & Safety ( ) Green Sheet to Planning Department 1 %JFEID Declined for approval for reason(s) as follow(s), please correct and resubmit: 2017 TAChecklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc CITY OF LA QIUINTA COMMUNITY DEVELOPMENT City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM1O Agreement (< 1 acre/lot or Infill Project) ject Information I Project Contractor: � �5D c�a . --cam Project Phase Project Name: COOK) (check one) n 9 _ f 1 r^ C�[..� T Project Tract/Lot Numbers: c[,`j �( Construction Ia 'Dona Demolition ,Project Street Address: o� IQ J `I V Total Acres in Active Construction (< 1 acre per j Lot): Anticipated Start Date: 1 2_1 J 1'7Anti Completion Date: PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: Title: n� Company Name: LJ 1 v trYS r (A Mailing Address: City, State, ZIP Code: Li/V1 l�T c� a, ,12 Primary Phone #: -. I n r' 1 6 i oo _ Fax #: I 'Zoo 5 l 05 24 Hour Emergency _I ©5C c�r �ecicCer Phone#: V pkr In f On Cell Phone #: Email Address: C lXVCY- rUC60 (0)OCA100K.com PM 10 Certificate #: G l 0 3 (O 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; 4• Shall ensure Lhal each acid every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; ❖ Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; ❖ Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any Cit /County i Itiated abatement activities. H-9,1 S" na a of Pr erty Owner or , uthorized Representative Date 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 Qrjallty Manaaement Plan IWQMP) Exemotion Form - Whitewater River Reqion Documentation of Project Not Requiring a WQMP but Requiring Site Design BMPs and Source Control BMPs by Entitlement Conditions of Approval or Permit Conditions - WQMP Required for the Listed Change of Land Uses or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) 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 (_lacgifir-.ntinn (,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? v 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? v 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 L__ay\Ce y I — Company -Fe_ 1r((_A Phone Email eY� W) Project Information Project Name Type (SFH, Multi -Family, Commercial, Etc.) CQQ� S��eY 1 Location or Street Address 5 v V tQ Nearest Cross Streets Municipality/County/Zip Code La Quinta Tract Number(s) and/or Assessor Parcel Number(s) — , — — QQ3 Other Location Information Watershed Whitewater River Source Control BMP Information Size of Project Area (nearest 0.1 acre) . 3Co 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 L.0Y1CC _ Street or Maiiiny Address 8 — _ # —,2 city al V Zip Code g- a- I I Phone — 5 �� Check Item Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control To be Performed Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control V 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, v Closed Trash Lids, Restriction of Vehicle Washing Ongoing Street Sweeping at Private Streets and Private Parking Lots Check Item Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit To be Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Provided Structural BMP (See Appendix H, Section 4.5.2.2) Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Fueling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning Procedures Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on a Project by Project basis) BMP 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. R7-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. �Law(�e�e�rly Title: r"?Cr_9l &- 1t Date: I I II Phone: Applicant Certification I certify that I have read this form in its entirety and understand the City's submittal and review process and the requirements for this form. I understand and agree that if during the processing of the form, it is determined the information contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Community Development Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code of Regulations, Title 14, Section 15109. Pri t me: K � r q Title: �rS `f �' l Date-. 1 B 1( Phone: (1) -71 3 — 5 - Lv Owner Certification I certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction obligations being imposed on this real property. Print Naffie: 1' 1L(— I LLL. ►L,-C r u Title: —?,-nn O f f 4 - Date: II f I V 1 �� Phone: i 1o) I I3