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BRES2016-041578-495 CALLE TAMPICO U C& 0 0 4 VOICE (760) 777-7125 � LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 5/2/2017 Application Number: - BRES2016-0415 Owner: Property Address: 53232 VIA PALACIO HARRISON INV APN: 777210030 Property Zoning: w Application Valuation: $575,468.50 Applicant: LU Contract �¢ o SUNROSE CORPORATION SUNROSE COR OR N• 72-850 SOMERA ROAD ` LU 5 72-850'5 ROS PALM DESERT, CA 92260 PALM D , CA 92n0 L, Jo J C:) w (760)773-6 CD Uc. No.: 533670 U -------------------------------------------------- z ---------------- - -------S2-----------, LU LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATIR I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, _ I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the labor Code, for the•performance License Class: B License No.: 533670 of the work for which this permit is issued. ,r�Gj L Date: 0 / I � Cor aor: /rr 7 /!L�/ �� 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: 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 L ($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 though his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). . (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec: 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractors) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). 0 Lender's Name: ? Lender's Address: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 1948056 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Datta:Applic- anY 1411 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 and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. Date V—��ignature-(Applicant or Agent): Date: 5/2/2017 Application Number: BRES2016-0415 Owner: Property Address: 53232 VIA PALACIO HARRISON INV APN: 777210030 Property Zoning: Application Valuation: $575,468.50 Applicant: Contractor: SUNROSE CORPORATION SUNROSE CORPORATION 72-850 SOMERA ROAD 72-850 SOMERA ROAD PALM DESERT, CA 92260 PALM DESERT, CA 92260 (760)773-6633 Llc. No.: 533670 Detail: 6,266 SQUARE FEET 2 -STORY SINGLE FAMILY DWELLING. 1,638 SQ.FT. GARAGE, 1,777 SQ.FT. COV. PATIO. PERMIT DOES NOT INCLUDE BLOCK WALLS, SWIMMING POOL, SPA, FIRE PIT AND WATER FEATURES. 2013 CODES. 1 J ,1 i . FINANCIAL • ! DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $938.67 Total Paid for ART IN PUBLIC PLACES - AIPP: $938.67 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER 101-0000-42600 4 $380.00 Total Paid for BLDG CITY STAFF - PER HOUR: $380.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $24.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $24.00 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 POWER APPARATUS 101-0000-42403 0 $101.32 DESCRIPTION ACCOUNT QTY AMOUNT POWER APPARATUS PC 101-0000-42600 0 $101.32 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: $283.70 DESCRIPTION ACCOUNT QTY AMOUNT RESIDEN'rIAL,EA ADDITION 1,000SF 101-0000-42403 0 $116.28 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $47.88 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $50.16 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $366.32 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 101-0000-426000 $190.00 Total Paid for GRADING: $228.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402 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 $88.69 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $35.49 L Total Paid for MECHANICAL: $901.88 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PERMIT 101-0000-42400 0 $831.36 Total Paid for NEW CONSTRUCTION PERMIT: $831.36 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $399.60 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,400.00 Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,799.60 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 w . . DESCRIPTION ACCOUNT CITY AMOUNT BUILDING SEWER 101-0000-42401 0 $25.33 DESCRIPTION ACCOUNT CITY AMOUNT BUILDING SEWER PC 101-0000-42600 0 $17.73 DESCRIPTION ACCOUNT CITY AMOUNT FIXTURE/TRAP 101-0000-42401 0 • $354.76 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC ' 101-0000-42600 0 $354.76 DESCRIPTION ACCOUNT CITY 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 CITY AMOUNT WATER HEATER/VENT 101-0000-42401 0 $25.34 DESCRIPTION ACCOUNT CITY AMOUNT WATER HEATER/VENT PC 101-0000-42600 0 $15.20 DESCRIPTION ACCOUNT CITY AMOUNT WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT CITY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.67 Total Paid for PLUMBING FEES: $899.53 DESCRIPTION ACCOUNT CITY AMOUNT• SMI - RESIDENTIAL 101-0000-20308 0 $74.81 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $74.81 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE:. $5.00 DESCRIPTION ACCOUNT CITY AMOUNT SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 Total Paid for TUMF - RESIDENTIAL: $1,837.44 TO TALS: $15,464.3 i 1 $ J2_E-�S Building Address Owner RECEIVED TWTDEC 3 ® 2016 PO. Box 1504 QwkA Ap �'� TA 78-495 CALLE TAMPICO �+PMF�� 7j LA QUINTA, CALIFORNIA 92253 A-93 Address ' CorrtraM Address City Izip JTel. State Lic. City & Classif. �� -,-7r7 I Lic. # Arch., Engr., Designer 7 Address Tel. D City Zip State C Lic. # LIC, ENSfun COhiTRACTOR'S DECLARATION I ��ra a rrn that I am li d uunder provisions of Chapter 9 (commencing with Section 7pp0) pf'Divlslan v[ the 9uslness an [u Code, d my,.Jlcense Is in 11lorca d elf C—. `-!`—�� ov OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5. I3usinovsmid Professions Code., Anycily or County whch rrsquirds apermlf to cvrratnrcl, after, Improve, demolish, ar repair any struc[Oro, pilot to its issuance also requires the applicant for such permit to fife a signed statement that he is licensed pursuant fa the provisions of the Corrtrao fors License Law, Chapter 9 (commencing with Section 7000) of DwWon 3 of the Business and Professions Code, or f of he is exampf therefrom, and the basis for the alleged trxempt(on. Arty vrotuflon of Section 7037.5 by any appplicant for a permit subjects the applicant ev a chrd penalty of not more titan fire hurxfmd tloNars [55001. ❑ 1, as owner of the prdparty, or my empioyees with wages as their sole compensation, wnl do the work, and the structure is riot Intandtrd or offarad'for sale. (Sec. 7044, Business and Ptofas- sfans Code: The Corrtractor's Lkanso Law does not apply to an owner of property who builds or improves fhgrean and who does such work himself or t rough his own employees, provided that such improvements are trot intended of offered for Sala. If, however, the buifding or lmprouamgnt is sold within ona.yea r of camplation, the owner -builder will have the burden of proving tltat ha old nor build or improve for the ptrrposa of sale). C I, as owner Of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professrns Code: The Contractor's License Law does not apply to an owner of property who builds or improves [hereon, "I'll., contracts for such projects with a contrac[or(s) licensed pursuant to the ConhacI " Llca. Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Data Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified.copy thereat. (Sec. 3800, Labor Code.) Policy No, Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This sacfion need not be complatad if the permit is for one hundred dollars (S700] valuation or less). I cortlfy that In the parformance of the work for which this permit is Issued. I zhalI not employ any person in any manner so as to become subject to workaFS' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensallon provisfons at the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm thatthere is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read thls apptication and state that the above information is correct. I agree to comply with all city and county ordlnancas and state laws relaling to building cenanction, and hereby authorize representatives of this city to enter the atwve-mentioned property for inspection purposes. Signature of applicant Dat� Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST. OP. CC. GR A.P. Number 7 2 2 —c9y0 -_ O-�iy Legal Description %£ Project Description Sq. Ft. Size No. No. Dw. Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ ff Estimated ValuatioO �� ., �f► PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, ThernaalA 92274 (760) 398--Fa7-�fi��) 224 MAY 02Z017 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT. LEVEL TWO AMOUNT: MITIGATION AMOUNT: I COMM/INO AMOUNT: DATE: RECEIPT: CHECK k: INITIALS C. `� OF L�, QUINTA COMMUNI iY ® NEL.OPMENT CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: The Hideaway Date: May 2, 2017 Owner's Name: Sunrose Corporation Phone No. 760-773-6633 Project Address: 53-232 Via Palacio, LaQuinta Project Description: SFD APN: 777-210-030 Tract #: Type of Development: Residential XX Commercial Total Square Feet of Building Area: 6,266 sq ft. Lot #'s: Industrial Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: Mc,Z ZO t 1 Signature: *********************************************************************** SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code Project Agreement Existing Not Subject to Fee 65995 Approval Prior to 1/1/87 Requirement Note: 6266 Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile $3.48 homes being relocated within the same school district's $21805.68 jurisdiction are exempt from developer fees. Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Laurie Howard, Secretary Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90-day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. 11/2010 February 22, 2017 Mr. and Mrs. Michael Townsend RE.-.-EIVED A44 Y 4 2 2017 MENT Re: Lot 240 at 53232 Via Palacio Construction Document Review #2 & Exterior Sconce Specification Sheet Dear Mr. and Mrs. Townsend: This correspondence shall serve as notification that the Hideaway Design Review Committee (DRC) reviewed your revisions to the final working drawings as part of the February 21, 2017 meeting. The project was approved to start construction subject to the following comments being addressed during construction. 1. The exterior sconce specification sheet was approved subject to low wattage bulbs (of an appropriate color) being utilized. 2. Please provide a detail for the front entry gate as the DRC could not locate a detail in the most recent plan submittal received. 3. Sheet L-3/Detail #6 indicates that gravel or rock will be utilized between the step pads. Please indicate, in plan, where the gravel will start and stop around the step pads and in the front yard prior to installation in the field. 4. Gerry Tarsitano must be contacted if any elements (grading, plant material, etc.) are proposed during design, or construction, that might extend past the rear Transition Area line. Please contact Brook Marshall at 760-219-8057 or by email at DRCFacilitator@gmail.com with any questions regarding this submittal. Sincerely, THE HIDEA WA Y DESIGN RE VIE W COMMITTEE an Title: cc: Stracts EE DRC File Date: Pursuant to Cal. Civil Code, any rejection by the DRC may be appealed to the Board of Directors for the Association. If you wish to pursue an appeal, please contact the Association's property manager dlrevtlV. Building Permit Number. Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Job Site Owners Name Number, Street, or PO Box City, State, Postal Code Owners Phone Number Owners E-Mail Address Project Managers Project Managers Phone N Project Managers E-mail A Builder / Contra Number, Street or PO City, State, Postal C Project Square Footage City Approval By 1/11/2017 53-232 Via Palacio (Lot 240) Michael & Amber Townsend c/o 40101 Monterey Ave #61-214 Rancho Mirage, CA. 92270 Sunrose Corporation 760-773-6633 sunrose.s a m I eam Sunrose Corporation 40101 Monterey Ave #B1-214 Rancho Mirage, CA. 92270 7.904 square feet Renado Gouldiock-DEC/Surrtec Waste Date of City Approval Materials To Be Discarded: Product Tons Trash 33.00 Not recyclable Product Tons Asphalt 0.00 Recyclable Masonry (broken) 0.0Q Recyclable BdckBlock 0.00 Recyclable Plaster 9,75 Recyclable Cardboard 0.00 Recyclable Scrap Metal 0.00 Recyclable Commingled 0.00 Recyclable Tile (floor) 1.00 Recyclable Concrete 32.75 Recyclable Tile (roof) 1.25 Recyclable Drywall 4.00 Recyclable Wood 12.75 Recyclable Donated / Reuse* 0.00 Recyclable Landscape Debris p.QO Recyclable 'Describe Items Totals: Recycle Trash Projected Diversion: 61.5 33.0 l'sv.08°/0 I understand It Is the property owners responsibility to submit copies of weight ttckats or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completlon, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 50% of the Iobslte waste Is diverted from Iandfiliing. The remaining material will be recycled or reused. I will dIva rt, 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 0MP Is Issued in the name of the property owner(s) and shall remain thelr pro party throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtaln a OM 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 provislons of the D M P are adhered to. The property owner(s) and general contractor shall be kept Informed of the diversion progress through bi-monthly rapDft It self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer r / Develo r 1 Project Manager 1 Su rintendant Date Yov-� NG � ENG1,.1.VEER1N11 68.2 Country Club Dr Ste.w Pain)D. 4 r ly °. S Letter of Transmittal To: City of La Quinta Today's Date: 4-21-17 78-495 Calle Tampico City Due Date: 5-2-17 La Quinta, CA 92253 Project Address: 53232 Via Palacio Attn: MARY Plan Check #: BRES2016-0415 Submittal: 0 15t ❑ 4th 0 2nd ❑ 5th ❑ 3'd ❑ Other We are forwarding: El By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans ❑ Revised Struct. Plans ❑ Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report - Update ❑ Revised Soils Report El Structural P/C Responses El Approved Structural Plans 2 / Comments 1 0 2 Redlined Structural Plans 1 Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. Transit Per Diem= Admin Time = 0.25 hrs. Structural Engineer/Principal Review Time = 0.0 hrs. Plan Review Engineer Time = 1.0 hrs. This Material Sent for: ❑ Your Files Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: Joe Venuti Office: El (760) 772-5107 Other: 0 LOPCaVALUENGR.COM Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201(760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845 7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766.8778 July 7, 2015 Project No. 544-15156 15-07-275 Mr. & Mrs. Michael & Amber Townsend c/o Stracts Project: Proposed Townsend Residence 53-232 Via Palacio The Hideaway La Quinta, California Subject: Geotechnical Update RECEIVED MAR 2 1 2K 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 ESSW dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647 As requested, we have reviewed the above referenced geotecluucal reports as they relate to the design and construction of the proposed Townsend residence. The project site is located at 53- 232 Via Palacio 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 July 7, 2015 -2- Project No. 544-15156 15-07-275 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously established building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the .referenced grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations/slabs and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2013 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches and minimum reinforcement of a3 bars at 24 inches on center in both directions. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2013 California Building Code (CBC). 4 0 Sladden Engineering July 7, 2015 -3- Project No. 54.4-15156 15-07-275 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): I/11/III Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g Si (Figure 1613.3.1): 0.655g Fa (Table 1613.3.3(1)): 1.0 Fv (Table 1613.5.3(2)): 1.5 Sms (Equation 16-37 (Fa X Ss)): I.500g Sm] (Equation 16-38 (Fv X Sf l): 0.982g SDS (Equation 16-39 (2/3 X Sms)):1.000g SW (Equation 16-40 (2/3 X Sm1(): 0.655g Seismic Design Category: D In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site soil is generally considered non- corrosive with respect to concrete. The testing indicated soluble sulfate content of 260 ppm (0.026 percent) that corresponds with the "negligible" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes is not required. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Ande on Principal Engi71 Lt4C1':i=:-itil. •tom r. Copies: 4 / Addressee Sladrleu Engineering Please verify that soils reports contain all of the above information. In addition, to assure continuity between the investigation/reporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that the construction documents address all of the site soil conditions. La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted. or, (b) the criterion is considered insignificant and explicitly so stated. Yps . No Criterion El ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. Q Foundation criteria to mitigate the effects of expansive soils. ❑ Foundation criteria based upon bearing capacity. of natural or compacted soil. P\ ❑ Foundation criteria to mitigate the effects of liquefaction. ❑ Foundation criteria to mitigate the effects of selsmically induced differential settlement. ❑ Foundation criteria to mitigate the effects of long-term differential settlement_ ❑ Foundation criteria to mitigate the effects of varying sail strength. UD Foundation criteria to mitigate expected total and differential settlement. Any "No" answers to the .above checklist should be noted as specific required corrections. ladden 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: July 10, 2015 Account No.: 544-15156 Customer: Mr. & Mrs. Michael & Amber Townsend c/o Stracts Location: The Hideaway, 53-232 Via Palacio, Lot 240, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 ppm 260 Soluble Chloride per CA 422 ppm 120 Sulfate 544-15156 071015 'TABLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURE COMMONS .. . tllJfdlF, AXtt,lUM • . WhlAL'Hi�tIAGfi AND . 4MATER-tEMFtCh-mUS UGnDN C;1iT. mTCRIAL4' RAtId. 9Y. ;' AGGREGATE•EQRCRE{ EYPOSDRE CONOM 1YE�GMT,'NORk AL-V'fE=]GFrt • hGGFEEGATfi C[1NCRE7E • .'- x n.ODG69•far LSPB • Con4rctc intended to have low permeability when exposed to water Concrete exposed to'freczIng and thawing in a 0.50 4,000 moist condition or to deicing chemicals For Corrosion protection for reinforced concrete 0.43 4,500 exposed to chlorides from dcking Fhemicals, salts or brackish water, arscrayfrom Ihasc'sovrctr �SCw 0.40 TABLE 19-A-3—FOR CONCRETE EXPOSE[] TO SULFATE-CDNtiTAINiNG-SDL!UTIC)NS - t]GIrr.VretGFrr J40FI Aft VfMG -AGGREGATE . AGGREGATE • : i7DFlCRETE Rftccfmum'SNalo-r- WATERI SOLUOL£ Camrrillllous i^; Normal- VHFoht Wild . SULFATE ldaterinis_patla; bp:• : •IJphtwelpht- S� i•lN 5Olf� N gb4 •' SULFATE P iiGc AG -BY SULFA* (SO�i IN - ?{a7SssafrWetg}i[' �[F45[1Rt AGfl»:ke CancrrlePsTr WEtGh7. 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