Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BRES2017-0306
78-495 CALLE TAMPICO. LA QUINTA; CALIFORNIA 92253 4 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2016-0306 Property Address: 53011 ROSS AVE APN: 767680001 Application Description: MADISON CLUB / TOLLETT / SFD Property Zoning: LA QUINTA, CF 92253 Application Valuation: $876,053.40 Applicant: BRADSHAW CONSTRUCTION INC 46-248 ROUDEL LANE LA QUINTA, CA 92253 LICENSED CONTRACTOR'S D=IRAT ON I hereby affirm under penalty of perjurythat I am licensed der provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Bu ss and Professions Code, and my License is in full force and effect. 0 License Class: B License No.: 848057 Date: J 6- /; Z_ 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 subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: I ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/6/2017 ✓ Owner: PHILLIPS RESICENCE f",** 46248 ROUDEL LN LA QUINTA, CF 92253 n i Contractor: a BRADSHAW CONSTRUCTIO'I-IN m �! 46-248 ROUDEL LANE C � LA QUINTA, CA 92253 ` D (760)347-4246 •?: m C z�. Llc. No.: 848057 WORKER'S COMPENSATION DECLARATION - I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificae of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the w for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Sect on 3700 of the Labor Code, for the perfcrmance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: . Carrier: STATE COMPENSATION INSURANCE =UND Policy Number: 9043902 _ I certify that in the performance o-.' the work forh this permit is issued, I shall not employ any person in any manner so as to beco ubject u to the workers' compensation laws of California, and agree that, if I s become subject to the workers' compensation provisions of Section 3700 t Labor Code, I shall forthwith comply with those provisions. Date: �' f7 Applicant: WARNING: FAILURE TO SECURE WORKERS' GDMPENSATION 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 -he 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 tothe 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 :tate that the above informati correct. I agree to comply with all city and county ord'nances and state laws rela • to building construction, and hereby authorize represenatives of this city to enter on the above- mentioned property for inspection purposes.. Date: Y 4 l� Signature (Applicant or Agent) Application Number: BRES2016-0306 Owner: Property Address: 53011 ROSS AVE PHILLIPS RESIDENCE APN: 767680001 46248 ROUDEL LN Application Description: MADISON CLUB / TOLLETT / SFD LA QUINTA, CA 92253 Property Zoning: Application Valuation: $876,053.40 Dater 3/6/2017 Applicant: Contractor: . BRADSHAW CONSTRUCTION INC BRADSHAW CONSTRUCTION INC 46-248 ROUDEL LANE 46-248 ROUDIEL LANE LA QUINTA, CA 92253 LA QUINTA, CA. 92253 (760)347-4246 Llc. No.: 8480+7 ----------------------------=--------------------------------------------------------------- Detail: NEW SFD 11821 SQ. FT. THIS PERMIT DOES NOT INCLUDE POOL SPA, BLOCK WALL, DRIVEWAY APPROACH, WATER FEATURE, FIRE PIT OR BBQ. HOME IS FIRE SPRINKLED PER 2013 CRC CODES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 .$1,690.13 Total Paid for ART IN PUBLIC PLACES - AIPP: $1,690.13 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $36.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $36.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - CIVIC CENTER 252-0000-43200 0 $942.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - LIBRARIES 253-0000-43200 0 $344.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 DESCRIPTION ACCOUNT . QTY AMOUNT DIF - PARKS/REC 251-0000-43200 0 $2,048.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE PC 101-0000-42600 0 $17.73 Total Paid for ELECTRICAL:. $43.06 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,0005F 101-0000-42403 0 $142.12 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $58.52 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: $402.80 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT.>7KSF 101-0000-42408 0 $3$.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT>7KSF PC 101-0000-42600 0 $190.00 Total Paid for GRADING: $228.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402 0 $380.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR PC .101-0000-42600 0 $253.30 DESCRIPTION ACCOUNT QTY AMOUNT EXHAUST HOOD 101-0000-42402 0 $25.34 DESCRIPTION ACCOUNT QTY AMOUNT. EXHAUST HOOD PC 101-0000-42600 0 $10.14 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE 101-0000-42402 0 $342.00 DESCRIPTION ACCOUNT' QTY AMOUNT FURNACE PC 101-0000-42600' 0 $227.97 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 $126.65 DESCRIPTION ACCOUNT QTY AMOUNT WALL HEATER PC 101-0000-42600 0 $63.35 Total Paid for MECHANICAL: $1,606.15 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PERMIT 101-0000-02400 0 $1,008.95 Total Paid for NEW CONSTRUCTION PERMIT: $1,008.95 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,200.00 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $980.30 Total Paid for NEW CONSTRUCTION PLAN CHECK: $2,180.30 DESCRIPTION ACCOUNT QTY AMOUNT BACKFLOW DEVICE 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT BACKFLOW DEVICE PC 101-0000-42.600 0 $5.07 DESCRIPTION ACCOUNT QTY AMOUNT BUILDING SEWER 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT BUILDING SEWER PC 101-0000-42600 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0- $481.46 4e DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $481.46 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN 101-0000-42401_ 0 $367.43 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000-42600 0 $367.43 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: $1,870.07 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $113.89 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $113.89 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 TitT 4 64� Q94(a P.O. BOX 1504 APPLICATION ONLY Building QQ 78-495 CALLE TAMPICO �- I h04 �� LA QUINTA, CALIFORNIA 92253 Address J� Q V Owner�p �R3 BUILDING: TYPE CONST. � OCC. GRP. Mailing IVI — (P 80 +� A.P. Number Address Li l W (erg f♦1 53,�,�f�•r City Zip Tel. Legal Description„ ��� 1 r`O� Ayk F L� Z'T Lug � 9ab S Contractor Project Description 19AA099AW & gTi #_L Cr6 rrL , z Address `-{ 6-L'q uo- -L A City Tel. L-� LA lr►1-rA Atl-S3 -74-4 Sq. Ft. No. No. Dw. Si e 01 Stories Units State Lid. & Classif. y SoS City Lic. # o� 0 333S Arch., Engr., New Add ElAlter ElRepair ElDemolition ElDesigner Address Tel. e0 00 I�C u we- City Zip I State Wtb"Jk,4e,iAI-G It. 10 Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that m ticerrsed under provisions qF Chnptor 9 (common cin with Section 7000) of Division 3 of th uslne and Professions Code, and my Ilconse i5 In full Lorca and effect. SMNATURE ❑ TE OWNER -BUILDER DECLARATION Estimated Valuation there efflrm that I am exempt from the Contractor's License Law for the following reason: {Sac. 7031.5, Susinessand Professions Code: Any 61y or county which requires apermitto construct, alter, Imp�avz, demaflsl; nr raga rany affuctule; prior 10 its Issuance also regurres the eppllcanf for to file a signed statement that he is licensed to the of the Conlrac- PERMIT AMOUNT such pamril pursuarrr provisions for's License Law. Chapter 9 (commnrrcing with Section 7000) of 0hrisran 3 of Me Business and Plan Chk. Dep. Professions Code, or that he is exempt therefrom, and the basis for the alleged exernplfon. Any violation of section 7031.5 by any applicant for a pemrlt 9ubjecLs the applicant to a civff penalty or Plan Chk. Bal. not more than five hundred dollars ($500). G 1, as owner of the property, or my employees with wages as their sole compensation, will do CDnst. the work, and the structure Is not intended or offered For sale, fSee. 7044, Business arrtl Proles- Mech. slotls Code, L7te Cantracior's license Law does not apply to an owner of property who bullds or improves thereon end who does such work himself or, through his own employees, provided that EI2CtrIC81 such Improvements ere nor intended or offered for sale. it, however, the, bulldeng or improvement is saldwirhin on& year of complOon, the om7ar-builder wilt Prove the buoen of proving that he did Plumbing not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with iionsed contractors to construct the S. M.I. project. (Sec. 70L44, Business cord Prdfossions Cade: The Cantractorrs License Law does not apply to an owner of property who buffds or improves thereon, and who contracts for such projects with Grading a con wfar(s) licensed pursuant to Nre Confrarlar s License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date Owner Infrastructure 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 thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM TOTAL WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation CONTACT INFORMATION s'Ok^Nt C-0AS- or less). I certify that in the performance of the work for which this permit is issued, 1 shall not employ NAME: -I>ZZ�yq CO RLEO N(- any person in any manner so as to become subject to Workers' Compensation Laws of California. PHONE: Pi►J '_77_1,3—'Z01_1, Date Owner NOTICE TO APPLICANT it. after making this Cerrificale of Exemption you should become ZONE. BY: subjeal fo the Workers' Compensation provislons of the Labor Code, you must forthwith comply with such provisions or ftrrs permit shali be deemed revoked. Minimum Setback Distances: CONSTRUCTION LENDING AGENCY Front Setback from Center Line I hereby affirm thatthere is a construction lending agency for the performance of the work for Rear Setback from Rear Prop. Line which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Side Street Setback from Center Line Lender's Address tbaclWED This is a building permit when properly filled out, signed and validated, and is subject toLexpiration RE if work thereunder is suspended for 180 days. I certify that I have read this application and stato that the above information is carraCL FINAL DATE INSPECTOR I agree to comply with all city and county ordinances and state laws relating to bullding construction, and hereby authorize representatives of this city to enter the above -mentioned property for inspection purposes. Issued by: P1 Permit Signature of applicant Dale Mailing Address Validated by: City, State, Zip Validation: CITY OF LA QUINTA KY -OPMENT WHITE = BUILDING DEPARTMENT YELLOW = APPLICANTOMMU I MAN G, -r,-k c.lti?n Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: TOLLETT This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/rND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Madison Club Date: February 23, 2017 Owner's Name: Project Address: 53-011 Ross, La Quinta, CA 92236 Project Description: New Single Family Dwelling Unit APN: 767-680-001 Tract #: Type of Development: Residential XX Total Square Feet of Building Area: Certification of Applicant/Owners: The person signing certifies penalty of perjury and further represents that he/she is authorized t Dated: - f — Signature: Phone No. Lot #'s: Commercial Industrial ft. c above information is correct and makes this statement under on behalf of the owner/developer. *********************************1************************************** 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 l/1/87 Requirement Number of Sq.Ft. 9,849 Amount per Sq.Ft. $3.48 Amount Collected $34,274.52 Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Leticia Torres, Facilities Analyst NOTICE OF 90 DAY PERIOD RIOD FOR PROTEST OF FEE.WANB STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires thaws 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. Mq C/;raj:Ljelc-i.'c�ull::aicofComplia-:' (F 11/2010 ` { Building Permit Number: rl1t Project Description: SFR I 1 ` Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Job Site Owner's Name Number, Street, or PO Box City, State, Postal Code Owner's Phone Number Owner's E-Mail Address Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address Builder / Contractor Number, Street or PO Box City, State, Postal Code 2/27/2017 53011 Ross Ave Tollett c/o 46248 Roudel Ln La Quinta, CA. 92253 760-347-4246 David Miller/Bradshaw Const 780-347-4246 d avldO-m a rkbrads h awconstru ctl on. cam Bradshaw Const 46248 Roudel Ln La Quinta, CA, 92253 Project Square Footage I Approx. 9,849 sq feet City Approval By R. Gouldlock-DEC/Buntec Waste Date of City Approval 0R,12,'711 I Materials To Be Discarded: Product Tons Trash 38.00 Not recyclable Product Tons Asphalt 0.00 Recyclable Masonry (broken) 0.00 Recyclable Brlck/Block 0.00 Recyclable Plaster 12.00 Recyclable Cardboard 0.00 Recyclable Scrap Metal 0.00 Recyclable Commingled 0.00 Recyclable Tile (floor) 1.00 Recyclable Concrete 40.00 Recyclable Tile (roof) 1.25 Recyclable Drywall 5.00 Recyclable Wood S600 Recyclable Donated / Reuse" 0.00 Recyclable Landscape Debris 0 Recyclable "Describe Items Totals: Recycle Trash 75.3 38.0 Projected Diversion: 66.45°/a I undenstand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, Implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsfte waste 1s diverted from landfllling. 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 ownags) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owners) and general contractor shall be kept Informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer Owner / Developer / Project Manager / Superintendent Date &Fs 2o16 o6 CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT -GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PE*Ecr Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Buil ing & Safety Department directly by Pub c k P�TeQ NOT submit the" Green Sheet (Public Works Clearance) Packet to, the Public Works Departmerg ahALL requirements listed below are complete. Incomplete applications or applications which kcq.cessed will be returned to applicant- Date: / / 3d / I % Developer: _ r�, � � rLopmew Tract No.: 33076-1 Tract Name: r& /i'rpd;Son���—h Lot No.(s): 2,y/7� Address(s): 63011� � Phone Number: {��(�)- 3q7—�2�1_ The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. 5. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/PlanCheck/m search.aspx 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: Date: 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: Ole- T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM 10 Agreement (< 1 acre/lot or Infill Project) iect Information Project Phase (check one) Construction i i Demolition Total Acres in Active Construction < 1 acre per Lot): ■ 7 c4c.ee PM10 Contact Information Name: Title: ,y Name: Address: Contractor: Project Name: r OGzS� Project Tract/Lot Numbers: i r Project. Street Address: 53 11 +CnpSS Anticipated Start Date: 2 / �S / �� Anticipated Completion Date: � (S/ 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. r fdR4M,4Al U('!Vcr-� C���a�_ � G��,o � s l�vc. 28-� , State, ZIP Code: I 1 P15/ 1 Phone #: Fax #: 24 Hour Emergency Phone#: Cell Phone #: 746'0 -- Z40 - 610D 7(00 - 200 Sr D,S Ou/N4ie 06C litNC. 1�1'71 760 - y/3- 5Z50 T>rFf oevuW_ -_,n Address: -. t')i 1I/Prtc� rA-t7ln/q @ 0!/rZo, YVk_ , Corot Eviaddress. ✓ `- - -_I PM 10 Certificate #: CV 16 V 6 — 003 o `` 3 � 6 v 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; �o Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; Shall hold han s the City/County and its representatives from liability for any actions related to this dust control plan n City/County initiated abatement activities. Signature f Property Owner or Authorized Representative Date City of La Quinta - PM10 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. s DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. ❖ FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. DUMP TRUCKS: Open top dump trucks shall be .wet down, moist and covered with a tarp prior to leaving site. INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chemical suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative). Property Owner shall notify the City and SCAQMD within 10 days of completion of project. Water Quality Manaryement Plan (WQMP) ExeMDtion Form - Whitewater River Region 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 r�; or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) Yes No Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% or greater? {{ Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 10% or greater where erosive soil conditions are known? Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet or more? Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint, exhaust, tire, transmission, engine or other automotive specialty repair. [Standard Industrial Classification (SIC) codes 5013, 7532, 7533, 7534, 7537, 7538, and 75391? Entitlement or construction of new retail gasoline outlet(s) disturbing greater than 5,000 square feet? Entitlement or construction of new restaurant(s) (or potential restaurant shell space) disturbing greater than 5,000 square feet? Entitlement or construction of new home subdivision(s) with 10 or more housing units? Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more parking spaces, and potentially exposed to Urban Runoff? Applicant Information Name and Title r Company Phone ,9v` Email Project Information Project Name Type (SFH, Multi -Family, Commercial, Etc.) AlA Location or Street Address R"S #v Nearest Cross Streets �urri SP A_,,_ Municipality/County/Zip Code La Quinta Tract Number(s) and/or Assessor Parcel Number(s) Other Location Information Watershed Whitewater River Source Control BMP Information Size of Project Area (nearest 0.1 acre) Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) 7 /I 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 UrP444AW Contact Name Street or Mailing Address & 2,q kD'lotL yl City 1 L& f - 12453 Zip Code '? — 275-4 FG( t Phone Check Item To be Performed Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance Education/Training for Property Owner, Operators, Occupants, or Employees Activity Restrictions - Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed Trash Lids, Restriction of Vehicle Washing Ongoing Street Sweeping at Private Streets and Private Parking Lots (/ C� 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 L___ l/' Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks N 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 �( �F % h4k- 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) od v\1J4- BMPAcknowledgement 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. 137-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. Signature: Print Name: Title: Date: / 6 /Y-7 Phone: (74,_g) Applicant Certification {.certify that I have read this form in its entirety and uhderstand the City's submittal and review process and the slanature: I equirements 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. Print Name: Title 1� - Date: -L/�/ f7 Phone: ( 74, ) t 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 hcrcvy do wiScin to the Idn^y 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: Title: CICA d- Date: —L/Y/ Phone: (:I&Z) October 31, 2016 Mr. Paul Tollett c/o DMK 9171 Wilshire Blvd #300 Beverly Hills, CA 90210 RE: Lot 24A at 53011 Ross Avenue Construction Documents Dear Mr. Tollett: f?EC't, I V&D FEB D i 20 11 Ca M yLVWrj)pEL'A Op14ENT This correspondence shall serve as notification from The Madison Club Design Review Committee (DRC) that your final working drawing submittal was reviewed at the October 27, 2016 meeting. The project was approved- to start_ cous1ruction subject to the following comments being addressed and resubmitted on November 171 for the second meeting in November. 1. The functionality and design of the second driveway should be reconsidered. The committee recommends that a turn-around/guest parking space be provided but without the second transition to the street (see sample red -line photo below). 2. The committee recommends a redesign of the mechanical and trash area on the left side of the lot to accommodate the amount of service area needed (see sample photo below). 3. Originally the plans indicated that the maximum roof height would be approximately 28-feet. However, this most recent submittal set shows a maximum building height of 30' therefore the committee is assuming there is a drafting error. Please modify the architectural sheets to conform to the original, Schematic submittal. 4. The off -property grading and revegetation must be approved in writing by Eric Puls on behalf of the Golf Club. The committee suggests that if the design is approved the agave at the rear property line should be limited to the top of the slope rather than extending downward towards the golf course. 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 your Building Permit has been obtained. Sincerely, MADISON CL UB DESIGN REVIEW COMMITTEE LIM Title: cc: South Coast Architects Mark Bradshaw Eric Puls DRC File Date: Pursuant to Cal. Civil Code, any rejection by the DRC may be appealed to the Board of Directors for the Association. Ifyou wish to pursue an appeal. please contact the Association's property manager so that you may be put on the next meeting agenda. ,4 OUNG 77�682B. ENGINEERING PalmDes- Deserti CA 9221.1 Letter of Transmittal To: City of La Quinta Today's Date: 2-21-17 78-495 Calle Tampico City Due Date: 2-22-17 La Quinta, CA 92253 Project Address: 53011 Ross Avenue Attn: MARY Plan Check #: BRES2016-0306 Submittal: D 15t ❑ 4th ❑ 2nd ❑ 5th El 3rd ❑ 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 0 1 Revised Soils Report Update El Structural P/C Responses Approved Structural Plans 2 / Comments El 1 Redlined Structural Plans El Approved Structural Calcs El 2 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 = 1.50 hrs. This Material Sent for: ❑ Your Files r❑ Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: Joe Venuti Office: [Z] (760) 772-5107 Other: El LQPC@VALUENGR.COM October 8, 2015 ip Re: Simpson Strong -Tie Strong -Wall® Selector Software for the 2012 IBC To Whom It May Concern: The Simpson Strong -Tie Strong-Wall69 Selector Software version 4.3 includes the 2006 and 2009 International Building Codes' (IBC). Simpson Strong-Tie's Steel Strong -Wall' (SSW) and Wood Strong -Wall (SW) shear panels are code listed in ICC-.ES ES.R-1679 and ICC-ES ESR-1267 .respectively, and are in compliance with the 2012, 2009, and 2006 IBC. All panel and anchorage design and installation infomnati on provided in the evaluation reports are applicable to all three building code cycles. The Strong -Wall Selector Software is currently undergoing a revision to update its scope to include 2012 IBC coverage and to convert the software to a web based application. In the interim, this letter provides confirmation that the Strong - Wall panel allowable load and drift values and all panel solutions provided in the software are also applicable to the 2012 IBC. Strong -Wall anchorage solutions provided by the software however have been calculated in accordance with the 2009 IBC and are superseded for building jurisdictions that have adopted the 2012 IBC.: Anchorage strength -level design values are converted to Allowable Stress Design (ASD) based on the ASCE740 load combinations as referenced in the 2012 BC. As a result, the Strong -Wall selector provides anchorage designs that are conservative, and thus may be directly applied, for seismic-govemed designs and un-conservative by up to 4 percent for wind -governed designs. Please reference ICC-ES ESR-1679 or ICC-ES ESR-1267 as applicable, or visit www.strongtie.corn for the latest Strong -Wall anchorage solutions. The information in this letter is valid until 12/31/2016 when it will be re-evaluated by Simpson Strong -Tie. Please visit wwwstronWie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie engineering department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Page 1 of 1 L-L-SWSELECTI5 Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax; 925.847.1605 www.strongfe.com oil 7 1-r 0- fl (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 September 9, 2016 Mr. Paul Tollett 425 West 1111, Street Los Angeles, California 90015 Subject: Geotechnical Update Project: Proposed Custom Residence 53-011 Ross Avenue The Madison Club — Lot 24A La Quinta, California Project No. 544-16239 16-09-374 Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January 28, 2005; Project No. 544-4810, Report No. 05-01-101 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated March 2, 2006; Project No. 52-2-4810; Report No. 06-02-120 As requested, we have reviewed the above referenced reports as they relate to the design and construction of the proposed custom residence to be to be constructed on Lot 24A at 53-011 Ross Avenue within the Madison CIub 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. Tlie subject lot was previously graded during the rough grading of the Madison Club project site. The rough grading included over -excavation and 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 report of Testing and Observation During Rough Grading 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 area falls within the previously assumed building envelope. The building areas 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 r pt'"u is f, content and compacted to at least 90 percent relative com action. RECEIVED FEB 0 7 2017 OCT 2 4 2016 CITY OF LA QIIINTA CI-iY OF Un QUINTA UNITY DEVELOPMENT COMMUNITY DEVELOPMENT Sladden Engineering September 9, 2016 -2- Project No. 544-16239 16-09-374 The referenced reports include recommendations pertaining to the design and construction of residential structure foundations. The previous reports also address the potential for liquefaction, subsidence and 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. The bearing soil is generally non -expansive and falls within the "very low" expansion category in accordance with the 2013 (CBC) classification criteria. Pertinent 2013 CBC Seismic Design parameters are summarized on the following page. Sladden has reviewed the 2013 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 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 1604.5): I/II/III Site Class (Table 1613.32): D Ss (Figure 1613.3.1):1.504g Si (Figure 1613.3.1): 0.696g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)): 1.5 Sms (Equation 16-37 (Fa X Ssl): 1.504g SmI (Equation 16-38 1Fv X Si)): 1.045g SDS (Equation 16-39 12/3 X Sms)):1.003g SDI (Equation 16-40 (2/3 X Smil): 0.696g Seismic Design Category: D Madden Enghteering September 9, 2016 -3- Project No. 544-16239 16-09-374 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 to have a "severe" corrosion potential with respect to concrete. The testing indicated soluble sulfate content of 2200 ppm (0.220 percent) that corresponds with the "severe" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistant concrete mixes will be required- 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. 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 En Engineer P g- �P- Q! U1. CIVIL SER/clbc .NCxiS i�FlI11Cs ��11 OF Copies: 4/Addressee Sladtlen Engineering i�1/o��c . 'No �Jq - I � zSI (a - ()q - 3—)(_j Please verify that soils reports contain all of the above information. In addition, to assure continuity between the lnvestigationlreporHng 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 mitigatlon measure(s) noted, or, (b) the criterion is considered insignificant and explicitly so stated. Yes No Criterion ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. ❑ Foundation criteria to mitigate the effects of expansive soils. r. ❑ 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 selsmically induced differential settlement. ❑ Foundation criteria to mitigate the effects of long -terms 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 cof rections. ### AN RGON [, C45389 9130/16 m IL EN . EN IN ING � •1' Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Goff 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: September 8, 2016 Account No.: 544-16239 Customer: Mr.Paul Tollett Location: 53-011 Ross Avenue, Lot 24A, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 ppm 2200 Soluble Chloride per CA 422 ppm 700 Sulfate 544-16239 090816 TA13LE 19-A-2—REQU1REME.ffTS FOR SPECIAL EXP(3SURE CCNi)MC)f4S 1lIKIMU 1 MORiSiAL iS ETG� I LA7C11 i t1 J 1- . V3'A7E3i�CEf.IEFiiiT[OI1S f� AND _ . UGiiY,1YF]GFff, • ht.L7ER;ALS' AAl1O; AGGREGATE DHCA£'1 EXP0513AECOKDfTION 14'© ,TKCIFIl.tA.t H'E7G}ri'• AGGIiEtiAiECDi7CflETE , .^:�I=� ,• . Concrtte incendtd to have lowp'smcWlity when - x tly0fili9.forlfPa txposcd to wattr Con TVC exposed tn'rmtzing end thawing in a moist QSb d 00tl - condition or to deicing ncrmicals For can-psion profcc-lion For rcinFarctd 0.45 ¢,500 concrtrc cxpbstd to chi oridcs Era deicing chemicals, salrs or brackish:vrarcr, ar-spray,Fm iz thcsc'snurres 0.40 5,000 TABLEc19-A-3---REQUIREMEl TS.FOR,CONCFIE z EXPOSED TO SIJ LFA7E E {3hITA1N[WG-SC7FtU-F C)NS kDA}i0.L SYPiCti7 �cx�vr�cxr :AGGREGATE - AG{,FIEGiiiE : CONCRETE - . - - - WATER WLMLE 7•Inxlnwm;l"fnicr- CarnMiltlotls _ �" 'Narnsat. _ _ •VfolpM•und - jj SU�}L�FATE - SULFATE PEAGENT IN Sett, 1,f-e�orials!ggAs[lQa hp:. NaznaMal�iii� : _L1phlWrtgh[' EXPOSURE AGEBY SUI...F.4TE [SOi} IK �'lQCW f . 1fAr R, Perri 1.Qprrgata CQIERT7YPE •can�trp o,.�pilr . = _ Ntgligibic 0-00-0-ID l'cmrretAr x l}06b89 torhlPe rtodcratc�. = 0.10oa0 lsai,so0 >T.rptMS),Is oso �.aoa Severe 0.20.200 1�00 [0,000 Y O.dS d�00 Vcry scvcrc Ovcr2G0 Ovcr I0,000 Yp[vs O.dS ❑D:�Mlan3 ;A lowervratcr rcxucr7titiousraarrsiais raga orfiighcrstr'Vh makb-maul-d forlLw pcmicibilitynrforprutection ' � amp ir4sr cQrrosian oFcmhcddcd firms orircxMing and ticewirrg [Fabi t 19=A 23_ - 3Poaro[ari That has bsrcdc-m intd by rest orscrvicc record tauiiiig 7ypc V caimcnt W imp suIFatc rrsisrsnoc pfhtn us4d iss corxrcte con- 2 2-64