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10-0703 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253. Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: Gold 1-R4arv.< 10-00000703 52945 LATROBE LN 770-340-008- - - DWELLING - SINGLE FAMILY LOW DENSITY RESIDENTIAL 367580 ,Tit�v 4 e(P Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: JOHN W CHASE C/O STOCKTON EQUIPMENT LEASING DETACHED P.O.-BOX 8349 STOCKTON, CA 95207 Architect or Engineer: 06nhT.4M1A! OE R&sT x/9'3 ----------------- 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 Professionals Code, and my License is in full force and effect. License Class: BLicense No.: 744091 Dater/ V"// (Contractor: Er OWNER -BUILDER DECL ATION 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, 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. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPEFA11T Date: 10/11/10 Contractor: U SUN VISTA DEVELOPMENT CO' P:O. BOX 1144�� 1 LA QUINTA, CA 92247 a�� 10 !� 1 ) (760)771-4722 J9 Lic. No.. 744091 j CITyrFgA(;;WNTA 1 r -?,aa 'l EP . ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 0000179-2009 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 o the Labor Code, shall for with om ly with those provisions. VDateA/,9-/J Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVER EIS 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 Director of Building and Safety 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 ofthis county to enter upon the above-mentioned property for inspection purpo s. /Date /0 -// -/Signature (Applicant or Agent): Application Number . . 10-00000703 LQPERDIIT Structure•Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . DWELLG/LODGING/CONG <=10 Other struct info CODE EDITION 2007/08 ENERGY, # BEDROOMS 5.00 FIRE SPRINKLERS NP GARAGE SQ FTG 858.00 PATIO SQ FTG 578.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 4246.00 ' Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1577.50 Plan Check Fee 1025.38 Issue Date . . . . Valuation . . . . 367580 Expiration Date 4/09/11 Qty Unit Charge Per Extension BASE FEE 639.50 268.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,-000. 938.00 Permit . . . ELEC_-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 190.17 Plan Check Fee 47.54 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/09/11 Qty Unit Charge Per Extension BASE FEE 15.00 4246.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 148.61 578.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 11.56 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . GRADING PERMIT Additional desc . Permit Fee 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . 0 Expiration Date 4/09/11 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . . . . MECHANICAL LQPERDIIT Application Number 10-00000703 Permit. . MECHANICAL Additional desc . Permit Fee . . . . 200.00 Plan Check Fee 50.00 Issue Date Valuation . . . 0 Expiration Date 4/09/11 Qty Unit -Charge Per Extension BASE FEE 15.00 5.00 9.0000 EA MECH FURNACE <=100K 45.00 1.00 9.0000•EA MECH B/C <=3HP/100K BTU 9.'00 4.00 16.5000 EA MECH B/C >3-15HP/>100K=500KBTU 66.00 9.00 6.5000 EA MECH VENT,FAN 58.50 1.00 6.5000 EA MECH EXHAUST HOOD 6.50 --------------------------------------.- ------------------------------------- J Permit . . . PLUMBING Additional desc . Permit Fee < 232.50 Plan Check Fee 58.13 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/09/11 "- Qty Unit Charge Per Extension BASE FEE 15.00 25.00 6.0000 EA PLB FIXTURE 150.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN'SPRINKLER SYSTEM 9.00 14.00 .7500 EA PLB GAS PIPE >=5 10.50 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 4246 SF SFD. R-3 OCC. TYPE V -B CONSTR. 2007 CODES 2008 ENERGY. PERMIT EXCLUDES WALLS/POOLS, SPA & FIREPIT.COMPLIANCE WITH ALL FEDERAL & STATE LAWS, INCLUDING THE ENDANGERED SPECIES ACT OF 1973 IF APPLICABLE,IS REQUIRED ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 418.95 BLDG STDS ADMIN (SB1473) 15.00 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00 ENERGY REVIEW FEE 102.54 DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES - RES 355.00 MULTI -SPECIES (MSHCP) FEE 1284.00 DIF PARK MAINT FAC - RES 22.00 LQPERDIIT LQPMk11T Application Number 10-00000703 -----------------------'----------------------------------------------------- Other Fees DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 36.76 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930.00 Fee summary Charged Paid Credited Due , ----------------- Permit Fee Total ---------- 2215.17 ------------------------------ .00 .00 2215.17 Plan Check Total 1181.05 1000.00 .00 181.05 " Other Fee Total 6332.25 .00 .00 6332.25 Grand Total 9728.47- 1000.00 .00 8728.47 f ---, .7t�,? Building Address J / h-7 % 1&4 4 4 a" P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 owner Mailing Address ( M 1/44 & Classif._7C4 y Dq Lic. # on Arch., Engr., /L,,. Designer �vH�Jin/OiS�7iG ilot - � __ "'�D cityI zip I State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affir hat I m licensed and provisions of Chapter 9 (commencing with Section 7000) of Divi ' n 3 t ssi s Co e, and my li nse i inbll force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031 .5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he 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, 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he 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 Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employany person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read 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 the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip 2- N�. WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST-OCC. LL OCC. GRP. A.P. Number %-1 3,Y0 --008 7a&0 Legal Description hof 8 /y4 O r% Project Description BAM rAftvJr Sq. Ft. /Ll �No. No. Dw. Size / Stories Units 00 Add ❑ Alter ❑ Repair ❑ Demolition ❑ tstlmated Valuation �// PERMIT I I AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL 1 REMARKS tq i k U J ZONE: BY: Minimum Setback Distances: ZFront Setb k from C� Rear Setba rom Rear P4" o -` 1p4,. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road ¢ BERMUDA DUNEESS ° to RANCHO MIRAGE !� Date 1/10/11 La Quinta, CA 92253 INDIANWELLS PALM DESERT No. 30913 (760) 771$515 �� LA IN INTA �y �OINa p 0 Owner John W. Chase C/O Stockton Equipment APN # 770-340-008 Address PO Box 8349 Jurisdiction La Quinta City La Quinta Zip Permit # Tract # No. of Units 1 Type Single Family Residence Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 52945 Latrobe Lane 4246 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 - Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered paiios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.97 X 4,246 S.F. or $12,610.62 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By cc/1 st Bank -Bob Sturney Check No. 238100129 Name on the check Telephone Funding Residential By Dr. Sharon P. McGehee_ ; Superintendent C 1i ~ Fee collected /exempte by S n cGllvrey Payment Recd $0.00 z e --- $12,610.62 '�®ger/Under T' y.//• Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), tllis,�erve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting 1 RECORDING REQUESTED SOUTHLAND TITLE - If AND WHEN RECORDED M John W. Chase P.O. Box 8349 Stockton, CA 95208 Order No.: 65621597 Escrow No.: IN6964RS A.P.N.: 770340-008-7 DOC tti ;d Fal05--W=CS-5 iI,rrj 07/21/2005 08:00A Fee:30.00 Page 1 of 2 Doc T Tax Paid Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk 8 Recorder 1111111111111111111111111111111111111111111111111111111 M $ I U PACE SIZE OA POOR NOCOR SMF MISC. A R L COPY LONG REFUND NCHG EXAM GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) - -� DOCUMENTARY TRANSFER TAX IS $869.00 [ x ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale. [ ] unincorporated area [ x ] City of La Quinta FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, David Chapman Investments,LLC, a Delaware Limited Liability Company hereby GRANT(S) to Stockton Equipment Leasing LLC, a California limited liability company the following described real property in the County of Riverside, State of California Lot 8 of Tract No. 28867, in the City of La Quinta, County of Riverside, State of California, as per map recorded in Book 276, Page(s) 69 through 78 of Miscellaneous Maps, in the office of the County Recorder of said County. Dated: June 2, 2005 STATE OF CAQ,ORNIA COUNTY OF ,`[/e,2 (, )SS. On Jv ��_ zoos before me David h pm n tments,LLC, a Limited Lia lit many a Notary ublic in and for said County and State, personally appeared D/j!//%� y: David Chap an, Member personally known to me ( f satisfactervuideace) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their SLAGLEauthorized capacity(ies) and that by his/her/their signature(s) �R�O-NEY s 132605' on the instrument the person(s), or the entity upon behalf of Notar; P unfit - Calitomia R which the person(s), acted, executed the instrument. ] Riverside Cnunty '44y Groan. ErpIrm Ott t S. 20116 WITNESS m Jnd nd official Signature / el Sig ture of Not (This area for official notary seal) MAIL'TAX STATEMENTS AS DIRECTED ABOVE RODNEY SLAGLE Conmi-won # 132605 r Notarf Public - Calftniia R;verside unty ;. _+'�"�'� r • r Comm. F�i�:_ C.� 1 E, 2tY'.5 v ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE 27361.7 I CERTIFY UNDER PENALTY OF PERJURY THAT THE NOTARY SEAL ON THE DOCUMENT WHICH THIS STATEMENT IS ATTACHED, READS AS FOLLOWS: NAME OF NOTARY: COUNTY WHERE BOND IS FILED: DATE COMMISSION EXPIRES: I PLACE OF EXECUTION OF THIS DECLARATION: San Bernardino DATE: '7- —0 5 COMMISSION NUMBER: �� O �� SOU H VNT Kimbe y t TITLE ASS Aug 2310 09:58a Patrick Velasquez 209-475-6686 Tradition August 12..20 10 Mr. John Chase P.O. Box 8319 Stockton, CA 95208 Re: Lot 8, Tract 28867, 52945 Latrobe Lane Construction Documents #3 (Revised for Construction) P.1 Dear Mr. Chase: The Tradition Architectural Design Review Committee met to review the Revised Construction Documents submitted for Lot 8 on Latrobe. The project was given a conditional approval and a Pre -Construction Meeting may be held at the lot. However, the following items must be resolved prior to the request for setback inspection. 1. The mailbox design and details must be provided This comment does not appear to have been addressed. The mailbox seems acceptable but the details are not consistent on where tate stone finish is to be used. Stone veneer should be used on the entire base porion of the mailbox. 2. The following details must be provided on your next submittal: window and door jambs, head and sill conditions, all exterior plaster comers to have z minimum finished plaster radius of 1.5 inches. This comment does not appear to have been addressed. The details were not provided. The notes address the exterior elevations but only for window pop -out details. The 1.5" finish plaster radius corners apply to all exterior plaster corners. 3. The chimney cap detail must be clarified (small round shape images as shown on detail le'133). The chimney cap detail does not show the screening hardware cloth in the openings as well as the minimum 2# metal edge returnset the openings. , 4. The use of colored concrete finishes is no longer recommended due to the soils conditions at Tradition. Written verification is required from the soils engineer for a concrete mix that is suitable for the soil condition. The committee suggests the use of an alternate material. S. The planting plan has several plants shown in full sun (Wheeler's Dwarf and Giant Bird of Paradise which will burn). Alternates should be chosen. In addition, the Hibiscus will defoliate in cold temperatures, and many residents have removed theirs and installed a more evergreen shrub. 6. All landscape pots, when selected, must be submitted for approval. 7. Irrigation plans must show spray heads adjacent to the curb set back 18" and a slight swale installed behind the curb to capture any runoff. ' 8. The lighting plan is acceptable as submitted. 9. All materials and finishes will be reviewed in the field during construction Please contact Brook Marshall at (760) 21.9-8057 or BrooL@.dc.rr.com with any questions or to schedule your Pre - Construction Meeting at the lot. Sincerelv, ' Tradition Architectural Design Review Committee cc: Sun vista ARRC File Gm DESERT RESORT MANAGEMENT POST OFFICE BOX 4772 PALM DESERT, CALIFORNIA 92261-4772 73-550' ALF-SSANDRO PALM DESERT, CALIFORNIA 92260 PHONE (760) 346-1161 - FAX(760)346-9918 Earth Systems 1� Southwest October 30, 2006 Sun Vista Development Corporation P. O. Box 1144 ' La Quinta, California 92247 Attention: Ms. Joni Fernie Project 52-945 Latrobe Lane Lot 8 at The Traditions La Quinta, California 79-811 B Country Club Drive Bermuda Dunes, CA 92203 (760)345-1588 (800)924-7015 FAX (760) 345-7315 File No.: 10773-01 06-10-825 Subject: Report of Field Density Testing on Pad Grade and Sulfate Testing On August 21, 2006, a representative of our firm performed density tests at the above referenced project. Tests were performed at random locations, in accordance with ASTM D 2922-81 Method A or B and ASTM D 3017-88 Nuclear Density Test Procedure. Tests were performed as per authorization of Ms. Joni Fernie. The estimated locations of the tests are presented on the attached drawing with their results being summarized on the attached test report sheet. A total of 2 density tests were performed. Test results indicate that a minimum of 90% relative compaction has been obtained within the area tested. The maximum density -optimum moisture were determined in the laboratory in accordance with ASTM D 1557-91, Method A or C. Test results are as follows: Soil Description USCS Maximum Density Optimum Moisture Moderate yellowish brown Sand, fine to coarse grained SP -SM 124.0 pcf 8.0% with silt and gravel DISCUSSION: 1. The project is located on Lot 8 at 52-945 Latrobe Lane within The Traditions Country Club in the City of La Quinta, California. October 30, 2006 - 2 - File No.: 10773-01 06-10-825 2. At the time of testing the lot was still covered with grass which will have to be removed prior to start of construction. 3. A composite soil sample was obtained from the site in random areas within the top foot of the pad subgrade. Soil chemical analysis tests were conducted on the sample which included soluble sulfate and chloride, resistivity, and pH. These test results are used as indicators which can help to determine if site soils may be corrosive to concrete, plumbing, and other underground piping. 4. Selected chemical analyses for corrosivity were conducted on soil samples from the project site as shown in Appendix B. The native soils were found to have a low sulfate ion concentration (95 ppm) and a low chloride ion concentration (440 ppm). Sulfate ions can attack the cementitious material in concrete, causing weakening of the cement matrix and eventual deterioration by raveling. Chloride ions can cause corrosion of reinforcing steel. The California Building Code does not require any special provisions for concrete for these low concentrations as tested. Normal concrete mixes may be used. 5. A minimum concrete cover of 3 inches should be provided around steel reinforcing or embedded components exposed to native soil or landscape water (to 18 inches above grade). Additionally, the concrete should be thoroughly vibrated during placement. 6. Laboratory testing of the soil suggests that the site soils may present a very severe potential for metal loss from electrochemical corrosion processes. Corrosion protection of steel pipes can be achieved by using epoxy corrosion inhibitors; asphalt coatings, cathodic protection, or encapsulating with densely consolidated concrete. A qualified corrosion engineer should be consulted regarding mitigation of the corrosive effects of site soils on metals. 7. The purpose of testing was to observe compliance with the minimum requirements of the City of La Quinta. LIMITATIONS The test results summarized in this report present the moisture and density only at the locations and depths tested on the specified dates. The summarized field and laboratory tests were performed in accordance with engineering principles generally accepted at this time and location. No opinion is expressed as to the uniformity of the material or compaction. No guaranty or warranty of the contractor's work is made or implied. The test locations are approximate and were determined by pacing and sighting from prominent field features. In our work, we have relied on topographic and surveying information provided by others. With any manufactured product, there are statistical variations in its uniformity and in the accuracy of tests used to measure its quality. As compared with other manufactured products, field construction usually presents large statistical variations in its uniformity and accuracy of test results used to measure its quality. Thus, even with very careful observation and testing, it cannot be said that all parts of the product comply with the job requirements although the degree of certainty is greater with full-time observation and testing than it is with testing only. Therefore, our opinion based on testing the work means that there is only a statistically based probability that the densities obtained comply with the job requirements. EARTH SYSTEMS SOUTHWEST October 30, 2006 - 3 - File No.: 10773-01 06-10-825 This report is issued with the understanding that it is the responsibility of the owner, or of his representative to ensure that, this report is submitted to the appropriate governing agencies. If there are any questions, please do not hesitate to contact this office. Respectfully submitted, EARTH SYSTEMS SOUTHWEST Reviewed by, Q(�oFESS/p� O �,\G S• �?7Ci L/YJ� G I0 30 04 CE 38234 m Phillip D. Clanton Craig S. Hil Lu Exp. 03/31/07 m Senior Technician CE 38234 q�C!\/1 OE CAL\� Compaction/pdc/csh/aj f Distribution: 4/Sun Vista Development Corporation 1 /RC 2/BD File EARTH SYSTEMS SOUTHWEST REPORT OF RELATIVE COMPACTIONS JOB NAME: 52-945 Latrobe Lane, Lot 8 at The Traditions LOCATION: La Quinta, California JOB NO: 10773-01 REPORT NO: 06-10-825 Pace 1 of 1 Test No Date Tested Description Elevation %Moisture Dry Density Relative Maximum In Place In Place Compaction Density Pad 1 08/21/06 Per Plan FPG 2.1 '114.3 92 124.0 2 08/21/06 Per Plan FPG 4.2 120.1 97 124.0 FPG = Finish Pad Grade October 30, 2006 EARTH SYSTEMS SOUTHWEST Ckly,�i L •rEL 1 4 yin J y f ' WAY ' 1 COMPACTION MAP 52-945 Latrobe Lane Q= Approximate Test Location Lot 8 at The traditions La Quinta, California N Earth Systems Southwest 10/30/06 1 File No.: 10773-01 File No.: 10773-01 September 2, 2006 SOIL CHEMICAL ANALYSES Job Name: 52-945 Latrobe Job No.: 10773-01 Sample ID: Test Hole Sample Depth, feet: #2 DF RL Sulfate, mg/Kg (ppm): 95 1 0.50 Chloride, mg/Kg (ppm): 440 1 0.20 pH, (pH Units): 7.40 1 0.41 Resistivity, (ohm -cm): 640 N/A N/A Conductivity, (µmhos -cm): 1 2.00 Note: Tests performed by Subcontract Laboratory: Surabian AG Laboratory & Consultants, Inc. DF: Dilution Factor 105 Tesori Drive RL: Reporting Limit Palm Desert, California 92211 Tel: (760) 200-4498 General Guidelines for Soil Corrosivity Chemical Agent Amount in Soil Degree of Corrosivity Soluble 0 -1000 mg/Kg (ppm) [ 0-.1%] Low Sulfates 1000 - 2000 mg/Kg (ppm) [0.1-0.2%] Moderate 2000 - 20,000 mg/Kg (ppm) [0.2-2.0%] Severe > 20,000 m m [>2.0%] Very Severe Resistivity 1-1000 ohm -cm Very Severe 1000-2000 ohm -cm Severe 2000-10,000 ohm -cm Moderate 10,000+ ohm -cm Low EARTH SYSTEMS SOUTHWEST Summit Structural Engineering PO BOX 2618 902 Baycolt Way McCall, ID 83638 (866) 862-8148 (208) 634-8148 Fax (208) 634-6395 September 14, 2010 Spates Fabricators 85-435 Middleton 5treet Thermal, CA 92274 CITY OF LA QUI NTA Attn: Truss Designer, BUILDING & SAFETy DEPT A PPROII W Subject.' Roof Trust Shop Drawings,and Calculati s F A:D Traditions, Lot 8 Chase Residence OR CONS7-pUCTION 52-945 Latrobe -Lane, La Quinta, CA 'DA re Dear Truss Designer, The roof truss drawings by'Spates for the, subject project were received by our office on September 7, *2010,, and - is. approved.. The submittal - has been reviewed for general conformance to the design concept of the project structural plans. The fabrication processes, techniques of construction, dimensions, and .quantities are not a part of this review. Since the shop drawings were reviewed only for general conformance with ith, the 'structural plans, unless -variations from the structural plans have been clearly indicated, we may not have list ' ed them. Our review of these drawings does not relieve the truss engineer er and the framing contractor from complying with the structural plans. Yours truly, SUMMIT STRUCTURAL ENGINEERING Benjamin Herbst, P.E,. BH c:\2007jobfiles\sd-358\358—truss-I.doc Residential, Commercial, Inddstrial, Land Development