Loading...
BRES2018-0188Tdy DVOICE (760) 777-7125 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 6/25/2019 Permit Type/Subtype: BUILDING RESIDENTIAL/DWELLING - SINGLE FAMILY DETACHED Owner: Application Number: BRES2018-0188 ABSOLUTE PARTNERS, LLC. Property Address: 58585 QUARRY RANCH RD 58585 QUARRY RANCH ROAD APN: 766060027 LA QUINTA, CA 92253 Application Description: JOHNSON / 4,219SF SINGLE FAMILY DWELLING Property Zoning: Application Valuation: $376,242.10 Applicant: Contractor: SANTUCCI BUILDERS INC OWNER BUILDER ROBERT JOHNSON 72529 BEAVERTAIL STREETP D PALM DESERT, CA 92260 JUN 2 6 2019 D 2�, D CITY OF LAQUINTA Llc. No.: DESIGN & 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.: Date Contractor: 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 s 'acts the applicant to a civil penalty of not more than five hundred dollars ($500).: j I, as owner of the property, or my employees with wages as their sole mpensation, wlII 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 o he did not build or improve for the purpose of sale.)_ I, as owner of the property, am exclusively contracting with licensed contractors to nstruct the project. (Sec. 7044, Business and Professions Code: The Contractors' State icense Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.L. this reaso Date: 149 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 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 of the work 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:- Policy Number:_ I certify that In the performance of the work for which this permit is issued, I seal! of employ any person in any manner so as to became subject to the workers' com ensatlon laws of California, and agree that, if I should became subjectto the workers' compensation provisions of Section 3700 of he Labor?Ccid/shall forthwith comply with those provisions. Date: Applica : �`•:' 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 ofthis 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)01ilding construction, and hereby authorize representatives of this ci enter upon a above - mentioned prgpertyfor inspection purposes. q Signature (Applicant or Age Lender's Address: I / Z Date: 6/25/2019 Application Number: BRES2018-0188 Property Address: 58585 QUARRY RANCH RD APN: 766060027 Application Description: JOHNSON / 4,219SF SINGLE FAMILY DWELLING Property Zoning: Application Valuation: $376,242.10 Applicant: SANTUCCI BUILDERS INC 72529 BEAVERTAIL STREET PALM DESERT, CA 92260 Owner: ABSOLUTE PARTNERS, LLC. 58585 QUARRY RANCH ROAD LA QUINTA, CA 92253 Contractor: OWNER BUILDER - ROBERT JOHNSON Llc. No.: Detail: 4,219 SF DWELLING [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2016 CALIFORNIA BUILDING CODES. FINANCIAL•• DESCRIPTION • ACCOUNT CITY AMOUNT ALTERNATE METHOD/MATERIAL REVIEW 101-0000-42600 3 $480.00 Total Paid for ADMINISTRATIVE: $480.00 DESCRIPTION ACCOUNT CITY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $440.60 Total Paid for ART IN PUBLIC PLACES - AIPP: $440.60 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $16.00 Tntal Paid fnr RIM nmr. STANnARnS ADMINISTRATION RSA- S16_nn DESCRIPTION ACCOUNT CITY AMOUNT DIF - CIVIC CENTER 252-0000-43200 0 $942.00 DESCRIPTION ACCOUNT CITY AMOUNT DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 DESCRIPTION ACCOUNT I CITY AMOUNT DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 DESCRIPTION ACCOUNT CITY AMOUNT DIF- LIBRARIES 253-0000-43200 0 $344.00 DESCRIPTION ACCOUNT CITY AMOUNT DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 DESCRIPTION ACCOUNT CITY AMOUNT DIF - PARKS/REC 251-0000-43200 0 $2,048.00 DESCRIPTION ACCOUNT CITY AMOUNT DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 DESCRIPTION ACCOUNT CITY AMOUNT DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 DESCRIPTION ACCOUNT CITY AMOUNT TEMP POWER SERVICE 101-0000-42403 0 $26.01 DESCRIPTION ACCOUNT CITY AMOUNT TEMP POWER SERVICE 101-0000-42403 0 $26.01 DESCRIPTION ACCOUNT CITY AMOUNT TEMP POWER SERVICE PC 101-0000-42600 0 $18.20 DESCRIPTION ACCOUNT CITY AMOUNT TEMP POWER SERVICE PC 101-0000-42600 0 $18.20 Total Paid for ELECTRICAL: $88.42 DESCRIPTION ACCOUNT CITY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $66.30 DESCRIPTION ACCOUNT CITY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $27.30 DESCRIPTION ACCOUNT CITY AMOUNT RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $156.04 DESCRIPTION ACCOUNT CITY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $51.49 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $301.13 DESCRIPTION ACCOUNT CITY AMOUNT RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT>7KSF 101-0000-42408 0 $39.01 DESCRIPTION ACCOUNT CITY AMOUNT RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT>7KSF PC 101-0000-42600 0 $195.05 Total Paid for GRADING: $234.06 DESCRIPTION ACCOUNT CITY AMOUNT AIR HANDLER 101-0000-42402 0 $39.01 DESCRIPTION ACCOUNT CITY AMOUNT AIR HANDLER PC 101-0000-42600 j 0 $13.00 DESCRIPTION ACCOUNT CITY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402 0 $195.05 DESCRIPTION ACCOUNT CITY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600 0 $130.05 DESCRIPTION ACCOUNT CITY AMOUNT EXHAUST HOOD 101-0000-42402 0 $13.00 DESCRIPTION ACCOUNT CITY AMOUNT EXHAUST HOOD PC 101-0000-42600 0 $5.20 DESCRIPTION ACCOUNT CITY AMOUNT FURNACE 101-0000-42402 0 $156.04 DESCRIPTION ACCOUNT CITY AMOUNT FURNACE PC 101-0000-42600 0 $104.04 DESCRIPTION ACCOUNT CITY AMOUNT VENT FAN 101-0000-42402 0 $91.00 DESCRIPTION ACCOUNT CITY AMOUNT VENT FAN PC 101-0000-42600 0 $36.40 Total Paid for MECHANICAL: $782.79 DESCRIPTION ACCOUNT QTY AMOUNT 101-0000-42600 ($500.00) DESCRIPTION ACCOUNT CITY AMOUNT MULTI -SPECIES RESIDENTIAL 0-8 UNITS - 2018 UPDATE 101-0000-20310 0 $790.00 DESCRIPTION ACCOUNT CITY AMOUNT MULTI -SPECIES RESIDENTIAL 0-8 UNITS - 2018 UPDATE 101-0000-20310 0 $500.00 Total Paid for MULTI -SPECIES RESIDENTIAL: $790.00 DESCRIPTION ACCOUNT CITY AMOUNT NEW CONSTRUCTION PERMIT 101-0000-42400 0 $733.69 Total Paid for NEW CONSTRUCTION PERMIT: $733.69 DESCRIPTION ACCOUNT CITY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 1 0 $1,570.61 Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,570.61 DESCRIPTION ACCOUNT CITY AMOUNT PLAN CHECK DEPOSIT- RESIDENTIAL 101-0000-42600 1 $500.00 Total Paid for PLAN CHECK DEPOSIT - RESIDENTIAL: $500.00 DESCRIPTION ACCOUNT CITY AMOUNT BACKFLOW DEVICE 101-0000-42401 0 $13.00 DESCRIPTION ACCOUNT CITY AMOUNT BACKFLOW DEVICE PC 101-0000-42600 0 $5.20 DESCRIPTION ACCOUNT CITY AMOUNT BUILDING SEWER 101-0000-42401 0 $26.01 DESCRIPTION ACCOUNT CITY AMOUNT BUILDING SEWER PC 101-0000-42600 0 $18.20 DESCRIPTION ACCOUNT CITY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $260.00 j DESCRIPTION ACCOUNT CITY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $260.00 DESCRIPTION ACCOUNT CITY AMOUNT GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $39.01 DESCRIPTION ACCOUNT CITY AMOUNT GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $26.01 DESCRIPTION ACCOUNT CITY AMOUNT WATER HEATER/VENT 101-0000-42401 0 $13.00 DESCRIPTION ACCOUNT CITY AMOUNT WATER HEATER/VENT PC 101-0000-42600 0 $7.80 DESCRIPTION ACCOUNT CITY AMOUNT WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $13.00 DESCRIPTION ACCOUNT CITY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $13.00 Total Paid for PLUMBING FEES: $694.23 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $20.00 Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $20.00 DESCRIPTION ACCOUNT CITY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $48.91 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $48.91 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 DESCRIPTION ACCOUNT I CITY AMOUNT � PERMIT PLAN LOCATION: Project Address: g r C7 � Project Description: Pool, Remodel,.Add't, Elect, Plumb, Mech / APN#: (1C�to LJ������� ,hewZ�� f'►d+C Applicant Name:�yy Address: City, ST, Zip: 7 ail w+ Telephone: 766 173--7 Email: aSh lh C 44 1 / , C6 `,-- Valuation of Project $ j G b 0 OO , Contractor Name: r 7�Gu 61,a h4-New SFD Construction: Address: -7 �a� �► % Conditioned Space l / SF City, St, Zip �� C% ,Z Z 4 p Garage l D SF Telephone: 166 -7 8 7 7-s" Patio/Porch � SF Email: (,[ 4 1 h G C] �d'7�1Lc i t C�� Fire Sprinklers SF State Lic: ZS OZO / City Bus Lic: U9 Arch/Eng Name:e�� Cyr ..dam �� . Construction Type: C ''(Occupancy: Address: 3 8 7 2 t�liti i'no Ca /� f r-Qsa � Grading: City, St, Zip u h �li4 t F���Cv�� Telephone �ro 7 p 9� ��7 Bedrooms: Stories: #Units: Email:�y;��P/'S�i AyGh,Gom State Lic: City Bus Lic: Property Owner's Name:- New New Commercial / Tenant Improvements: Address: �� - �$S err Ic'Jc. ke�� Total Building SF City, ST, Zip u J�-1- �"� C�a Ct Construction Type: Occupancy: Telephone: - Email: 78495 CALLETAMPICO 4,F LA QUINTA, CA 92253 MAY 2 9 2018 760-777-7000 CO CITY DEVELO TR �flPMFwr OFFICE USE ONLY # Submittal Req'd Ree'd Plan Sets 2 Structural Calcs Truss Calcs l�� �� ✓f{v( Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License )ate:6/13/2019 Vo.: 19-01379-1 CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760)771-8515 Jwner: Absolute Partners LLC 4ddress: 58585 Quarry Ranch Rd -ity: La Quinta Type: Single Family Residential Lot # Street No. Street Name 58585 Quarry Ranch Rd -omments: Email: Jurisdiction: La Quinta Tract #: Sq. Feet APN 4219 766-060-027 RECEIVED JUN 13 2019 CM OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT Py 929. h r eEssnuaAour:cs FAt�GHLI A[lWW3E D 1r iN IA4 WEiLS y �'�� PACM ❑ESEfi7 y CDA81,4 L2k p QUINIA q ir+rno . yam. Permit No. at the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions ender 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement nobile homes. It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE Phis certifies that school facility fess imposed pursuant to ducation Code Section 17620 and Government Code 65995 Et Seq. In the amount of $3.79 X 4219 S.F. or $15,990.01 have been paid for the property listed above and that building )ermits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. =ees Paid By: Fir5t Republic BankLRQbert Johnson Bank Name/Recipient of Certificate 3y Scott L. Bailey Superintendent .. .......... .................... ................. Fee Collected/ Exempted by: Rodney Slagle Check No.: 028001870 Telephone: Funding: Residential Certificate Fees Due: $15,990.01 Original Payment(s) Rec'd: $0.00 New Payment Rec'd: $15,990.01 Over/Under: $0.00 VOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90-day approval period in which you may protest the fees or )ther payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on vhich those amounts are paid to the District(s) or to another public entity authorized to collect them on the District(`s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. Tilf 4 4 a" P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760) 777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name h tin yourself as the builderof the property improvements specified at We are providing you with an Owner -Builder Acknowledg ent and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signs you understand or verify this information. 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" ilding permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 2. 1 understand building permits are not required to be signed by property owners unless they are responsible for the onst ruction and are not hiring a licensed Contractor to assume this responsibility. fown 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect self from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my . 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on ermits and contracts. 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value o my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 4,6_ I understand if I am considered an "employer" under state and federal law, I must register with the state and federal vernment, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. 7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential ctures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any ancial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 4&9. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue ce, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1- 900-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the arty legally and financially responsible for proposed construction activity at the following address: 5-b Q0 AYQ 141,) L4 fzDA'Q _ ///— 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all 111 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I ve provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with omeone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of roe owner -� Date: Srg property rtY �-�`� Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: _ Date: In s ta -- (Al iFORNIA - - Project Address: nn l APN #: g", -c z Z3�� Applicant Name: Address: ? � k r City, ST, Zip: Telephone�Z Email: Architect/Engineer Name: Address: City, St, Zip Telephone: Email: State Lic: City Bus Lic: Property Owner's Name: Address: City, ST, Zip Telephone: Email: RMIT Project Description: V luation of Project $ Construction Grading: Bedrooms: I Stories: Occupancy: # Units: New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 I - M J04AOO VMI.lk OFFICE USE ONLY # I Submittal I Required � Received Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License TY OF LA QUINTA SUB -CO NTRA TO LIS JOB ADDRESS _ —_! f�'�.. ;. _. ��-`�„ P I�MIT NUMBER ►g.ot OWNER 1 �- r_S BUILDER This form shall be posted on the jab with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. ifi�ation fra.d.e.l:Class.. Con.tra�tor . : . tale. License. - — - Workers Compensation. insurance _ Cit.y .Business. license; Company Name Classification License Number Exp. Date Carrier Name Policy Number Exp. Date License Number Exp. Date (e.g. A, B, C-8) (xxxxxx) (xx/),,x/xx) (e.g. State Fund, CalComp) (Format Varies) (xx/xx/xx) (xxxx) (xx/xx/xx) EA:RTHWoAK (C 124 / (� CONCRETE (.C78) FRAMING (C-5) ' f STR.0 CT. STEEL (C-51) MASONRY (C-29) PLUMBING (C-36) LATH, PLASTER (C=35) �G(ZG✓yz �� DRYWALL (C-9) A HVAC (C-20) G ELECTRICAL (C-10) R0 FIN0.(C- SHEET METAL (C-43)^Y� / FLDo:RING (C-I:W. GLAZING (.C-1-7) INSULATION ,tC-2) SEWAGE DISP; (C-4:2): PAINTING (C-33.) GtRAMIC TILE (C-54) CABINETS (C-6) FENCING (C-13) LANDSCAPING (C-27) PD:9i_..(C-53) G . _ QVAVLV-Y, R PC) CITY OF LA QUINTA SUB -CONTRACTOR, LIST _ JOB ADDRESS -goo -5-8.CT 444 Q-UTAM4 � cwiiiPERMIT NUMBER Zbl$-pA7WNER? BUILDER W Nt1iL V I LD `t - This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of hiii1dinn nPrmit_ Fnr each aDDlicable trade. all information reauested below must be comveted by aDDlicant. "On File" is not an acceptable response. Trade 1 Classificatiari Contractor ..... State.Con#ractor'.s--Li�.ens.e.......... .... .... ...... ... ..................... . . Workers..Co.m{iensa..ti4n.]ns..urance .,.:: City $usiness:..L..icense y Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/),xlxx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xxlxx) License Number (xxxx) Exp. Date (xx/xx! x) EARTHWORK (:C-12) rZi'1Za I J'��� p1 G2( CONCRETE (:C-s..) C - $ Z3 7 142D01 tI S'I b % 3o tot FRAMING: (C-5) STRU..CT. STEEL (.C-:5f): MASONRY (C-29) PLUMBING (C-36} LATH, PLASTER (C-35) I DRYWALL (C-9) HVAC tC-20) ELECTRICAL (C-1.0.) - C -iD Z y o R GO:FING (C-3.9) . SHEET .METAL:(Cr-0 .FLOORING (C-1-5) GLAZING (:CA:7) :.; IN..5.0 LATIGN . (C:-2) SEWAGE- D19P (G-42) PAINTING (C-33) CERAMIC TILE (C-54-) CABINETS (0=5), .FENCING (0-3:3) LANDSCAPING: (C-27} POOL .(C-53) UX-1 :'D 3 j ( cti" %�`ers /'-hc 76 S-7 V - 7-7 7 8 v se) i I RECEIVED JUN 13 2019 CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT Building Permit Number: �d2CS2dl — b l�$ Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Date 6/11/2019 Job Site Owner's N Number, Street, or PO City, State, Postal C Owner's Phone Nur Owner's E-Mail Add Project Manager's Na Project Manager's Phone Num Project Manager's E-mail Addri 58585 Quarry Ranch Rd Absolute Partners, LLC 73801 Shadow Mountain Dr. Palm Desert, CA 92211 415-298-2774 ro lbedPabsolute partngrs.com Rob Johnson 415-298-2774 rob -pit chfordogrslail.com Builder / Contractor Absolute Partners, LLC Number, Street or PO Box 73801 Shadow Mountain Dr. City, State, Postal Code Palm Desert, CA 92211 Project Square Footage 4,219 City Approval By /l L 1:�t2"U2d Date of City Approval 6/11/19 Materials To Be Discarded: Product Tons Trash 8.02 Not recyclable Asphalt 0.00 Recyclable Brick/Block 0.00 Recyclable Cardboard 1.39 Recyclable Commingled 0.00 Recyclable Concrete 0.34 Recyclable Drywall 0.25 Recyclable Donated / Reuse* 0.00 1 Recyclable *Describe Items Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Q W o, O N W "' Z U = W Tons 0.00 Recyclable 0.84 Recyclable 0.00 Recyclable 0.72 Recyclable 0.00 Recyclable 10.55 Recyclable 0.00 Recyclable Totals: Recycle Trash Projected Diversion: 14.1F 8.01 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 50% of the jobsite waste is diverted from Iandfilling. 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 prope owne ) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If -haul' all r materi from this project site must be taken to an approved rercycle7ornsfe7rs fion. wner 1 Develop1 rojd"cf Manager / Superinten ant Date ti ppW�[ Qd (W 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) 523-0932 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fm (951) 845-8863 800 E_ Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778 October 19, 2017 Project No. 544-17279 17-10-431 Haggerty Family Trust 18 Misty Peaks Court Las Vegas, Nevada 89135 TIECEINIED Subject: Geotechnical Update JUL 2 0 2018 Project: Proposed Custom Home UINTA Lot #6 - Quarry Ranch Road CITY OF g �E1.OPMENT The Quarry COMMUNE La Quinta, California Ref: Geotechnical 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. 522-2098, Report No. 02-12-768 Geotechnical Update report prepared by Sladden Engineering dated February 11, 2011; Project No. 544-11025, Report No. 11-02-046 As requested, we have reviewed the above referenced geotecltnical report as it relates to the design and construction of the proposed custom residence. The project site is located on Lot 9 6 Quarry Ranch Road within the Quarry development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood - frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the initial rough grading of the Quarry project site. The rough grading included recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. Tlie site grading is summarized in the referenced Project Grading Report along with the compaction test results. 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 assumed 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 prior to fill placement. The previously removed soil and any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. October 19, 2017 -2- Project No. 544-17279 17-10-431 The referenced reports include recommendations pertaining to die construction of residential structure foundations. The previous reports also address the potential for liquefaction, hydrocollapse, subsidence and seismic related differential settlement. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. The allowable bearing pressures recommended in the referenced Geotechnical Investigation report 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 0.48 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 die normal dead load forces. Retaining walls may be necessary to accomplish the proposed construction. Lateral pressures for use in retaining wall design can be estimated using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free -draining native backfill conditions. Back drains should be provided for the full height of the walls. 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 and minimal reinforcement of A3 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. Sladden has reviewed the 2016 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structure. 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 structure. The 2016 CBC Seismic Design Parameters are summarized on the following page. Slrulden En-meerbig October 19, 2017 -3- Project No. 544-17279 17-10-431 Risk Category (Table 15-1):1/II/I11 Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g SI (Figure 1613.3.1): 0.600g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 {Fa X Ssl):1.500g SmI (Equation 16-38 (Fv X Si)): 0.900g SDS (Equation 16-39 (2/3 X Sms)): 1.000g SDI (Equation 16-40 (2/3 X Smtl): 0.600g Seismic Design Category: D 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 ENGINEERING Brett L. Anderson Principal Engineer 0 SER/gvm Copies: 4/Haggerty Family Trust t3RETT L. ANDEC�SON No. 3589 n -Ex9.MOMS CIVIL ENGINEERING Shr(Men 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 fhe 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 e*lcitly so stated. Ys .riilo Criterion ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. ® Foundation criteria to mitigate the effects of expansive soils. ❑ Foundation criteria based upon bearing capacity. of natural or compacted soil. Y(' ❑ Foundation criteria to mitigate the effects of liquefaction. ❑ Foundation criteria to mitigate the effects of seismically. induced differential settlement. / XL ❑ 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 setfiemerit. Any "No" answers to the -above checklist should be noted as specific required correctiDns, 61<5 S Zo 15-o l 8'8- 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: /,g /!42/)J Developer: Tract No.:�Tract Name: Lot No.(s): �o Address(s): , b ��- [� t_ Phone Number: } Z7 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: S• CUSTOM HOMES: PROVIDE ITEMS 92, #3, #4, 95 & #7 BELOW ❖ TRACT HOMES: PROVIDE ITEMS #1. #2, #3 & #5 BELOW ❖ COMMERCIAL BUILDINGSIOTHER: PROVIDE ITEMS #1, #2 #3 #5 & #7 BELOW WALLS SIGNS OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. 5. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.orgiPlanCheck/m search.as x I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: iAl-Date: (D / 2 f / l e% 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: TAChecklists - Forms & Applications\Fors & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM10 Agreement 0 acre/lot or Infill Project) Pro'ect Information Project Contractor: ] Project Phase Project Name: (check one) O �{ Project Tract/Lot Numbers: Construction Demolition Project Street Address. Total Acres in Active Construction (<1 acre per Anticipated Start Date: Anticipated Completion Date: Lot) PM10 Contact Please note: Dust control is required 24 hours a day, 7 days a week, regardless of { Information construction status. Person listed below is responsible for dust control during business and non -business hours. Name: Title: �L Company Name: y Mailing Address: City, State, ZIP Code: Primary Phone #: ZI ! .7 Fax #: 24 Hour Emergency J r Phone#: (9 Cell Phone #: Email Address: Q �- PM10 Certificate #: C�_L_ 1 `— _ b/ Z The above stated property owner or authorized re resentative Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 243 and PERP; Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; d• Shall authorize representatives of ity/C❑ ty to enter the property for inspection and/or abatement purposes; fanature moferty morAuthorized s representatives from liability for any actions related to this dust control t activities. 20 Representative Date TAChecklists - Forms & Applications\Forms & AppLtionslGREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09 doc Water Qual ent Plan WQMP Exemption Form - Whitewater River Re ion Documentation of Project Not Requiring a WQMP but Re uirin Site Design BMPs and Source Control BMPs by Entitlement Conditions of Approval or Permit Conditions — WQMP Required for the Listed Change of Land I Icac rtr fnr (hnnn— rf 0^11 •F ..F 1 F . IA11 IKUUo lu"a r-„ UVV uai uG nil5wereu Nu Iv Cxempi rrojecty Yes Nos) Entitlement or construction of new single-family hillside residencethat create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% orgreater? ❑ Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 10% or greater where erosive ❑ soil conditions are known? Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet ❑ rV1 or more? JAj 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 shelf 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 Company — Phone ZZ Email 4ti�c) .�. _ Project Information Project Name Type (SFN, Multi -Family, Commercial, Etc.) Location or Street Address Nearest Cross Streets Municipality/County/Zip Code La Quinta Z Tract Number(s) and/or Assessor Parcel Number(s) ?? D G Other Location Information Watershed Whitewater River Source Control BMP Information Size of Project Area (nearest 0.1 acre) Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) ' Is the project subject to onsite retention by City ordinance or policy? Name of the Entity that will implement, operate, and maintain the Source Control BMPs Contact Name v a Street or Mailing Address—k city G Zip Code Phone 2_—2 T:1Checklists - Forms & Applications\Forms & ApplicalionMGREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09 doc Check Item To be Performed Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance Xv 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. R7-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. Print Name: Date: 4/ 2jc,//9- Phone: ( CJ ) 2 —`2- 7� T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10less than 1 Acre Revised 9-25-09 doe 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. Signal ur - Print Name: Title: Date: 12n/ Phone: (//a 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. Signature: Print Name: �1 LSp 4 Title- t �s Date: 6 ao/J Phone: (U —z-7% 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 Avenuc, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778 October 19, 2017 Haggerty Family Trust 18 Misty Peaks Court Las Vegas, Nevada 89135 Project No. 544-17279 17-10-431 Subject: Geotechnical Update Project: Proposed Custom Home Lot #6 - Quarry Ranch Road 3UL 2 p 2018 The Quarry La Quinta, California CITY OF LAQUINTA COMMUNITY UEyELpPMEN7 Ref: Geotechnical 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. 522-2098, Report No. 02-12-768 Geotechnical Update report prepared by Sladden Engineering dated February 11, 2011; Project No. 544-11025, Report No.11-02-046 As requested, we have reviewed the above referenced geotechnical report as it relates to the design and construction of the proposed custom residence. The project site is located on Lot # 6 Quarry Ranch Road within the Quarry development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood - frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the initial rough grading of the Quarry project site. The rough grading included recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced Project Grading Report along with the compaction test results. 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 assumed 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 prior to fill placement. The previously removed soil and any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. October 19, 2017 -2- Project No. 544-17279 17-10-431 The referenced reports include recommendations pertaining to the construction of residential structure foundations. The previous reports also address the potential for liquefaction, hydrocollapse, subsidence and seismic related differential settlement. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. The allowable bearing pressures recommended in the referenced Geotechnical Investigation report 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 0.48 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. Retaining walls may be necessary to accomplish the proposed construction. Lateral pressures for use in retaining wall design can be estimated using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free -draining native backfill conditions. Back drains should be provided for the full height of the walls. 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 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. Sladden has reviewed the 2016 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structure. 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 structure. The 2016 CBC Seismic Design Parameters are summarized on the following page. ShuMen Engineering October 19, 2017 -3- Project No. 544-17279 17-10-431 Risk Category (Table 1.5-1): I/I1/1H Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1):1.500g S1 (Figure 1613.3.1): 0.600g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 {Fa X Ssi):1.500g SmI (Equation 16-38 (Fv X Sil): 0.900g SDS (Equation 16-39 (2/3 X Smsj):1.000g SDI (Equation 16-40 (2/3 X Sm1)): 0.600g Seismic Design Category: D 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 ENGINEERING Brett L. Anderson Principal Engineer SER/gvm ANQER ON F Cb5389 7 Gycp.9r30ri1� 4 CIVIL max\ F—MU JEERING Copies: 4/Haggerty Family Trust Shuklen 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 Ghecklist 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, Yes _no CrIterion V',,�(// C2 Foundation criteria based upon bearing capacity of natural or compacted soil. lay - ❑ Foundation criteria to mitigate the effects of expansive soils. ❑ Foundation criteria based upon bearing capacity. of natural or compacted soil. Y, ❑ Foundation criteria to mitigate the effects of liquefaction. l7 Foundation criteria to mitigate the effects of seismically induced differential settlement. XL ® 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 col-rectlons. BRETT L. ' ;�NflERsoM No. 045389 EjXA- 9tyi e GML ENGWEEMKO f T! Vq -1-111 The South Coast Air Quality Management District L- this acknowledges Y L Z) of Completion that Robert Johnson successfully completed Coachella Valley Fugitive Dust Control Class Date Issued: 06/20/2019 VeW4 vam*AW (expires two years from issue date) Instructor CV1906-008125-8167 Engineering & Compliance Certificate no.