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BRES2014-1018Zi 11 , T !� VOICE (760) 777-7125 78-495 CALLE TAMPICO . D LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT D 16/2016 Application Number: BRES2014-1018 Owner: Property Address: 80330 VIA CAPRI DORWARD, DAVID & JANICE APN: 777100075 10328 81ST AVE 300 Application Description: NEW SIG NLE FAMILY DWELLING EDMONDON ALBERTA, T6E -X Property Zoning: 1 Application Valuation: $511,318.50 Applicant: Contractor: *® Via JODY JONES DEVELOPMENT CORPORA JODY JONES DEVELOP Pf 78-060 CALLE ESTADO 78-060 CALLE ESTADO: LA QUINTA, CA 92253 LA QUINTA, CA 92253( (760)285-8712 Llc. No.: 987962 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.: 987962 DatContractor: OWNER-BUILDDECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure,'prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: _ (_)1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not', apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 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 Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 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: STATE COMPENSATION INSURANCE FUND Policy Number: 9076465 I certify that in the performance of the work for which this permit is. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: /4Applicant: WARNING: FAILURE TO SECURE WORKERS' OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is.' not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application.and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. Date: P / Signature (Applicant or Agent): Q Application Number: BRES20141018 Property Address: 80310 VIA CAPRI APN: 777100075 Application Description: NEW SIGNLE FAMILY DWELLING Property Zoning: Application Valuation: $511,318.50 Applicant: JODY JONES DEVELOPMENT CORPORA 78-060 CALLE ESTADO LA QUINTA, CA 92253 Date: 12/16/2016 Owner: DORWARD, DAVID & JANICE 10328 81ST AVE 300 EDMONDON ALBERTA, T6E 1-X Contractor: JODY JONES DEVELOPMENT CORPORA 78-060 CALLE ESTADO LA.QUINTA, CA 92253 (760)285-8712 Llc. No.: 987962 Detail: THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALSL, DRIVEWAY APPROACH, FIRE -PIT, WATER FEATURES. HOME IS FIRE SPRINKLED PER 2013 CRC CODES. FINANCIAL •R• DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $778.29 Total Paid for ART IN PUBLIC PLACES - AIPP: $778.29 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 1 $145.00 Total Paid for BLDG CITY STAFF - PER HOUR: $145.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $21.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $21.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - CIVIC CENTER 252-0000-43200 0 $942.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - COMMUNITY CENTERS 254-0.000-43200 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 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $64.60 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $25.05 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 $47.19 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $288.84 DESCRIPTION ACCOUNT QTY 1 AMOUNT. RESIDENTIAL FINISH GRADING PC 101-0000-42600 0 $143.00 Total Paid for GRADING: $143.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402::] 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600 0 $119.15 DESCRIPTION ACCOUNT QTY AMOUNT EXHAUST HOOD 101-0000-42402 0 $25.34 DESCRIPTION ACCOUNT QTY AMOUNT EXHAUST HOOD PC 101-0000-42600 0 $9.54 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE 101-0000-42402 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE PC 101-0000-42600 0 $119.15 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN 101-0000-42402 0 $88.69 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $33.39 Total Paid for MECHANICAL: $775.26 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PERMIT 101-0000-42400 0 $793.60 Total Paid for NEW CONSTRUCTION PERMIT: $793.60 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,150.00 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $482.12 Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,632.12 DESCRIPTION ACCOUNT QTY AMOUNT BACKFLOW DEVICE 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT BACKFLOW DEVICE PC 101-0000-42600 0 $4.77 DESCRIPTION ACCOUNT QTY AMOUNT BUILDING SEWER 101-0000-42401 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT BUILDING SEWER PC 101-0000-42600 0 $11.92 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $329.42 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $309.92 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, S+ OUTLETS 101-0000-42401 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $23.83 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN 101-0000-42401 0 $25.34 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000-42600 0 $23.84 DESCRIPTION ACCOUNT QTY AMOUNT SEWER CONNECTION/SEPTIC ABANDON 101-0000-42401 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT SEWER CONNECTION/SEPTIC ABANDON PC 101-0000-42600 0 $17.73 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 $14.30 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 $11.92 Total Paid for PLUMBING FEES: $912.33 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $66.47 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $66.47 DESCRIPTION ACCOUNT QTY AMOUNT SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 Total Paid for TUMF - RESIDENTIAL: $1,837.44 P.O. BOX 1504 APPLICATION ONLY + 78-495 CALLE TAMPICO Address Building .. 3!d V\ G LA QUINTA, CALIFORNIA 92253 Owner — Mailing / Address -7g- O` O L�� fS FA-PJ City I Zip Tel. L A AM A7-A- �1225�� 1-71(.0-2.057 8 9 01- BUILDING: TYPE CONST. d� OCC. GRP. I A.P. Number. 00- 2- Legal Description Project Description Address -O(OV G,,V(C- CZVO City Zip Tel. L 6Li�n77�- °I ZzS3 ?c o. - State Lic. ^ City Z Lie. # Sq. Ft. ? 4 S �T No. Dw. & Classif. yv( Size / 5tories Units Stories Arch., Engr., New Add ❑ Alter ❑ Repair ❑ Demolition ❑ - Designer Address Tel. In, IAN 11,4111 ~ City Zip State Ci 01 � Q Lic. # 6 -37. 30 2914 CENSE IRA OR'S DECLARATION I hereby affl of I am llca under provl ns of Chapter 9 (c arcing with Section': i�n:ll 1 of the Busln and Profassi C de; and my I' nse is in toil and oft..'[. of owio 3° �r FINANCE DEPT. PE SAT£ ❑ -BUILDER DECLARATION Estimated Valuation I humb Ihat I am a from the Gonlrector's License Law for the following reason: (5eC.?a usinessandP onsCode:AnycityorCauntywhichrgquirasapermitlncmnswcf, alter, improve, dematish, or alranyslructure, prforto Its Issuance. afro requires theappfcantlor Canlrec- PERMIT AMOUNT such ppan-ni! fq Ella a algned sfatement that he N rl'C®ns9d p+.+rsuant to fha provisions of the tcis Llcensa Law, Chapter 9 rcammenci'ng with &ectiorr 7wo) of niW6ron 3 of the Business and Professions Casa, ar Ihaf ha Is exempt therefrom, and the basis for the alleged axamplion. Any Plan Chk. Dep. y vlNafton of Section 703 1. 5 by any epp+Carr for a permif subjects the appf mt to a 601 penalty of not Mary fhsn F" hundred do+tars (5500). Plan Chk. Bal. 01. as owner of the property, or my employees with wages as their sole cumpirnsatlan, wIll On COr1St. the work, and thv structure is not intended or offered for sale. (Sac. 7044, Business and Proles- sfpus Code: lire Contractor's License Law duos rrot apply to err owner of property who builds 0( Mech. Improves thereon and who dogs s; kh work himself or thidugh his own empinyees,.providod that such improvermsms are not intended or atfored for safe. IF however, the building or improvement Electrical is so(d within one year of comptellan, the owner -builder will i'lave the burden of pravfng Nrathe did notb",id orlmin"". for the purpose or sale). Plumbing 0I, as owner ottfie property, am exclusively contracting with I1-"sed contractors to construct the prDiect. {Sec. 7044, $uslness and Professions Cade: The Contractor's Ucanse Law aloasnot apply S. M.I. tq en owner of property who builds orlmpn]vas thereon, arrd who contracts forsuch projects with a cgnVacfor(s} ltcensrxf pursuant fo lire Contract License Law.) Grading ❑ 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc. Infrastructure Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of content to self -insure, or a certificate of Worker's Compensatton 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 or less). I certiTy that in the performance of The work for which this permit is issued, I shall not employ NAME: any person in any manner so as to become subject to Workers' Compensation Laws of California. PHONE: Date Owner NOTICE TO APPLfCANT It, alter making this Certificate of Exemption you should become subject to the Workers' Compensation prgvfslona of the Labor Code, you must forthwith ZONE: BY: comply with such provisfons or this paimrt shalt be deemed revoked. Minimum Setback Distances: CONSTRUCTION LENDING AGENCY Front Setback from Center Line I hereby affirm that there 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 Side Setback from Property Line This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certlfy that I have read this application and state that the above tnrarmation is correct. FINAL DATE INSPECTOR I agree to comply with all city and county ordinances and state laws relating to building construction, and harehy authorize representatives of IN& city to enter the above -mentioned Issued by: Date Permit property for inspection purposes. Signature of applicant Date Validated by: Mailing Address City, state, Zip Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: MadisowC4obA S C Owner's Name: Jones Develooment Project Address: 80-310 Via Capri LsQuinta Project Description: SFD APN: 777-100-052 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT COMM/IND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) q q Date: December 16, 2016 Phone No. 858-775-1032 Tract #: Type of Development: Residential XX Commercial Total Square Feet of Building Area: 5747 sq. ft. Lot #'s: Industrial Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: December 16, 2016 Signature: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code 65995 5747 $3.48 $19999.56 Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Note: Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's jurisdiction are exempt from developer fees. Certificate issued by: Laurie Howard, Secretary Signature: gae-- azl-c- _ NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90-day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. c"niticii[c of c in;Ilini:.: {'omI nn,iai,_J 3_-) io7 11/2010 Plan Submittal Job Site Owner's N Number, Street, or PO City, State, Postal C Owner's Phone Nur Owner's E-Mall Add Building Permit Number. Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan 10114/2014 80-310 Via Capri David & Janice Doward 10328 80 Ave Edmonton, Alberta, Jones Project Manager's Phone Number 760-285-8712 Project Manager's E-mall Address pm.iQneadeyelonment(Ocimall.com Builder / Contr. Number, Street or PO City, State, Postal C Project Square City Approval By Jones Development Corp 78060 Calle Estado #9 La Quinta, CA. 92253 Approx. 7154 sq ft each � •^� f f � .1J1�• Date of City Approval 10114 Materials To Be Discarded: Product Tons Trash 28.50 Not recyclable Product Tons Asphalt 0.00 Recyclable Masonry (broken) 0.( BrIck/Block 0.00 Recyclable Plaster 7. i Cardboard 0.00 Recyclabis Scrap Metal 0.( Commingled 0.00 Recyclable Tile (floor) 0.1 Concrete 33.50 Recyclable Tile (roof) 1.( Drywall 3.50 Recyclable Wood 8.( Donated / Reuse" 0.00 Recyclable Landscape Debris 0.( "Describe Items Totals: Recycle Trash 54.5 1 28.5 Projected Diversion: SC.6fs°/u 1 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 landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is Issued In the name of the property owners) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still Issued In the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through 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 To: Attn YOUNG 77-682 Country Club Dr. Ste., 8 Palm ENGINEERING �f iiF rti� .s r Letter of Transmittal City of La Quinta Today's Date: 1-29-15 78-495 Calle Tampico City Due Date: 1-28-15 La Quinta, CA 92253 Project Address: 80-310 Via Capri Kay Plan Check #: BRES 2014-1018 Submittal: ❑ 1St ® 4th ❑ 2nd ❑ 55th ❑ 3rd ❑ Other: We are forwarding: ❑ By Messenger ❑ By Mail (Fed Ex or UPS) Includes: # Of Descriptions: Includes: # Of Copies: Copies: ❑ Structural Plans ❑ ® 1 Structural Calculations ❑ 1 ❑ 1 Truss Calculations Floor ❑ 1 and Roof ❑ Soils Report ❑ ® 1 Structural Comment List/ ❑ Responses ® 2 Redlined Structural Plans ❑ ❑ Redlined Structural Calcs ❑ ❑ Redlined Truss Calcs ❑ ❑ _ ❑ Redlined Soils Reports 16 Comments: Structural content is If you have any questions, please call. Time = 1 HR This Material Sent for: ❑ Your Files ❑ Your Review ❑ Checking Other: ❑ By: Kathryn Samuels Palm Desert Office: ® (760) 772-5107 Other: ❑ ❑ Your Pickup Descriptions: Revised Structural Plans Revised Struct. Calcs Revised Truss Revised Soils Report Approved Structural Plans Approved Structural Calcs Approved Truss Calcs Approved Soils Report Other: Revised Structural Plan Slip Sheets ® Per Your Request ❑ Approval ❑ At the request of: JAN 30 Z015 CITY OF LA QUINTA COMMUNITY OEVE-OPMENT 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- Ciearance) 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. s Date: I0 1 ZI / I4Developer: ES -bEYELb HENT &ZPoe-4T'tor Tract No.:_ '?9694-A Tract Name: • 41 pa. k j 4%( Address(s): 80 • $10 V*X CA Oel I - Lot No.(s): Phone Number: ((�O) Z8S • &7/Z The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: X CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❑ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❑ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with ' the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current' date).° 'Jf -a precise gradinh• plah' crbates'the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. Attach geotechnical berti f option, of, grading: plan compliance incl'udingt compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempf,frorii this requitement:,' t ° 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 PM 10 certification number is required. O5 Attach a copy of the rough or precise grading pb§ht.16 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. �7Complete and sign the attachpdi watQr;gpality>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-quinta.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 staf , l Recommended by: Date: / 16 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\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc ss' City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM10 Agreement (<1 acre/lot or Inf ill Project} Proiect Information Project Phase (check one) X Construction ❑ Demolition Total Acres in Active Construction (< 1 acre per Lot): Contractor: Project Name: _Lar 58 154 41oeAw oy Project Tract/Lot, Numbers: Ag,6 `� l -Lor W /59 If a Project Street Address: 80 - 3 la .Vie►- P-1 LA Q O I NTA . �► _q zz�3 Anticipated Start Date: %Z / I / 141 Anticipated Completion Date: 17-/ 1 Os PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: I JODY Jo kE Title: PV_E5IUEN Name: 130 p4a-p -DI Address) `18 • C60 I City, State, ZIP Code: Primary Phone #: Fax #: 24 Hour Emergency Phone#: Cell Phone #: Lof'r1EMT `'0 47-$an1 A LI:E F-STADO , � TE LA. Q U 1 fZTA 160 • ZB5. 871 '7(oD • 56 4• 0369 160 • Z65. 67/Z 7400 • Z85. 8712 ,j ZZS Email Address: I i bit o n as 166 '7 do Q ma:i I . Co►YI _« J PM 10 Certificate #: cv 13 - 07- 444 5 The above stated propertyowner (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; ❖ 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; 4. nd its representatives from liability for any actions related to this dust :d abatement activities. rized Representative 10/ ZI_114 Date City of La Quinta - PM10 Fugitive Dust Control Plan (< 1 acre per Lot or Infill 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: ParKirig is'T'ot allowed oh'pa* 'AII 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 cctriclosion•nfeach workday: ' ❖ DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall: be. kept moist or covered -with tarp material. Larger dirt piles will require stockpile or grading permit. ❖ FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at'rear of property -and rdturn'26 feet 'on' -dither side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. 4- 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 1.0 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 Qualitv Manaaement Plan (WQMP) Exemption 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 or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) 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? 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 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 ,OpY ores- 6SI pem-r Company 3c WSS l7eV ELp P H Er4T Cc>RrPOe4T1 O4 Phone (v0 . Z85 • /Z Email n e5 I �b� 81 . Co7N Project Information Project Name Type (SFH, Multi -Family, Commercial, Etc.) ' f LOT SS g i"1 0EAW 4Y Location or Street Address 450. 451�> VIA CAPV_J Nearest Cross Streets JI-;:F-r--V-50A Z VIL—LAd-r: (24.0$ OWLIVE Municipality/County/Zip Code La Quinta Tract Number(s) and/or Assessor Parcel Number(s) 4,94 171. IOD • 015 Other Location Information Watershed Whitewater River Source Control BMP Information Size of Project Area. (nearest 0.1 acre) /gi2- Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) KD Is the project subject to onsite retention by City ordinance or policy? 1' b Name of the Entity that will implement, operate, and maintain the Source Control BMPs/ ' Contact Name -'�O- 1 a J��4s Street or Mailing Address - Q 0 City�—�— __ Zip Code 2tij� 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 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) / Check Item To be Provided 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 (D,esign & 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 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. Signature`: Print NatrW1 p Title: �F4', I Date: Z.2 /J Phone: ( 7) _AT_ 9 % 1 Z Applicant Certification I certify that I have read this form in its entirety and understand the City's submittal and review process and the Signatur . requirements for this form. I understand and agree that if ` during the processing of the form, it is determined the Print N I D`>r �o�•tTcS ` information contains errors or omissions, clarification and/or information may be required and the TIZ_ESI supplemental Title: cm=—oT preparation of such information may be considered, in the Community Development Director's judgment, an Date: unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code phone: ( %(0O) Z$s • 51/Z of Regulations, Title 14, Section 15109. Owner Certification certify under the penalty of the laws of the State of California that I am the property owner of the property that Signature: is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and Print !�H.Me: r�t .' / oneff acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction Title: iVjE-S l D,Ek T obligations being imposed on this real property. Date: f ! /ZI Phone: (760 ) Z$5 • g 71/ Z Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201(760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523.0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-3863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 May 15, 2014 Project No. 544-14115 14-05-197 Jones Development 48627 Vista Tierra La Quinta, California 92253 nn Project: Proposed Custom Residence ��l-► 80-310 Via Capri The Hideaway 1C,�� & La Quinta, California'�"y� G��Ota Subject: Geotechnical Update () Ref: Geotechnical Engineering Report prepa iw%� ms Southwest (ESS4) dated September 22, 2000; File No. 07117-10, R o. 00-09-772 Report of Testing and Observation During Rough Grading prepared by ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 80-310 Via Capri within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently re -graded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The re- grading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential stra'cture-fMuun`da x�Basece upon our review of—tf ie- referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of the proposed residential structure foundations. Sladden Engineering May 15, 2014 -2- Project No. 544-14115 14-05-197 Because the lots have been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously established building envelopes. 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 is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the referenced grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2013 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type eriSre isa-gerterally-desen"s )il. T�ewg presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2013 California Building Code (CSC). Sladden Engineering May 15, 2014 -3- Project No. 544-14115 14-05-197 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): I/11/IIl Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g SI (Figure 1613.3.1): 0.672g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)):1.500g Smi (Equation 16-38 (Fv X Si)):1.009g SDS (Equation 16-39 (2/3 X Sms)):1.000g SDI (Equation 16-40 (2/3 X Smi)): 0.672g Seismic Design Category: D In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site — soil is generally ,considered non--cor-rosive with respect to, concrete. -The testing-indicated=soluble sulfate content of 350 ppm (0.035 percent) that corresponds with the "negligible" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes is not required. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, S- B: P: a Copies: 4 / Addressee Sladden Engineering IAA QUI3i TA 5y�!-1y115 Please verify that soils reports contain all of the above information. In addition, to assure continuity between'the investigation/reporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then_ can we be assured that the construction documents address all of the site soil conditions. La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means; (a) the criterion is considered significant and mitigation measure(s) noted, or; (b) the criterion is considered insignificant and explicitly.so stated. es=--irfv--- ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. ❑ Foundation criteria to mitigate the effects of expansive soils. ❑ Foundation criteria based upon bearing capacity. -of natural or --compacted soil. ❑ Foundation criteria to mitigate the effects of liquefaction. ❑ Foundation criteria to mitigate the effects of seismically induced differential settlement. ❑ Foundation criteria to mitigate the effects of long-term differential settlement. ❑ Foundation criteria to mitigate the effects of varying soil strength. F�ur�dation cnena to ga e�expected tote! and differential settlement-. Any "No" answers to the -above checklist should be noted as specific required cotTections. Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, -CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: May 16, 2014 Account No.: 544-14115 Customer: Jones Development Location: The Hideaway, 80-310 Via Capri, La Quinta Analytical Report Sulfate Series Soluble Sulfates Soluble Chloride per CA 417 per CA 422 ppm ppm 350 100 Sulfate 544-14115 051614 TABLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURE COPiRf•['iONS MAXIMUM • - MIHIMUTA P , 14ORrtAL W,MW.TAND WATERkMMEN7TTjOUS ,- : UGliliJElGiiT.• MATERMLS' RAMk; BY.: AGGREGATEZONCREI` EXPOSURE CONDITIONAGG1iEGATE WE1i- T?HaRkAC-WEIMfT CONCRETE- -• •Psl'•.: = _ Concrete intended to have low permeability when x D.D0889•lor>dPa exposed to water Concrete exposed to'freexing and thawing in -EL moist OSO 4,000 condition or to deicing chcmicals For corrosion protection FOE' reinforced concrete OAS 4,500 - exposed Cfl chlorides.from dcicEng.Fhcrl�ieals,.salrs tiiackish �Nater, or spra}�-Frain hese'sources 4.40 5,000 TABLE 19-A-S—R EQUIREMEKTS.FOFj CoNcaETE EXPOSED TO SULFATE-COMTAINIMG=SQLU-'IONS - WA.TER- SOLUBLE SULFATE SULFATE EXPOSURE S[] IN SOiI, P G }iTAGEBY WEIGHT SUt.FATE{SO,I}•IN . , WATER, ppm CEMERTTYPE Negligible 0.00-0.10 0-150 ModeratcZ, 0.10-0.20 150-1,500 H. iPCMS), LS (MS) Seven: 0.20-2.00 1400-1.0,0o0 Y ' Very severe Over 200 Ovcr 10,000 Y plus po=alan3 to lower water-eementitio— TtORtAAL-WEIGti'T AGGRE6ATE AG RELATE '. CONCRETE - Madimlrm'Watcr- Camcn[tllaua MWOrM0. •5ASelghtand tytdtarlahs Redarhy:. Weighty !formal-Wzfplstr JtdglvVata ConCretal .=,t-Sghtwelphl' -A00rbpate . Concrelefp4l •' x l}00689'IorMPa. '0.50• 4,000 a4-1 4,500 6.45 47,,500 manna s ratio ?gairLst cprrssia�noF cmbdddu# iicros oz_f�orhiigrlhgc_arnsdtrenmh'(cL4i;=rAn—d2for low pemeability-orforpmtrcion ' b Pozcolan that has been determined by test orservice record to improve sulfate resistance when used in concrete con- WAing Typc V cement. 2-264