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05-0226 (RC)f . . .3 BUILDING & SAFETY DEPARTMENT P.O. Box 1504 (760).777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 Application Number .. . Property Address . . . APN: Application description Property Zoning . . . . Application valuation . Owner BUILDING PERMIT . . .F 5-00000226 Date 2/08/05 9265 HIGHWAY 111 649-030-999-9 -30420 - . . . REMODEL - COMMERCIAL REGIONAL COMMERCIAL . . . 30000 STAMKO DEV CO C/O PROVIDENT FINANCIAL MGMT 10345 W OLYMPIC B.LUI 2 FL LO' -o G' S p CA 90064 Contractor AUTOMOTIVE EQUIPMENT INSTALLER 5490 ROSEWOOD STREET MONTCLAIR CA 91763 (909) 626-7538 FEB 0 8 2005 WCC: EXEMPT WC: EXEMPT 08/31/05 CSLB: 507957 03/31/05 CITYO�LAQ_PTA CCC: A -B ------ St su'r�e��I-r1�oYma ion AUTOMOTIVE LIFTS ----- Construction Type . . . . . TYPE V - NON RATED Occupancy Type . . . . . . REPAIR GARAGE NO FLAME Other struct info . . . . . CODE EDITION 2001 FIRE SPRINKLERS YES MIXED-USE OCCUPANCY S3 -------------------------------------------------------------------=-------- Permit BUILDING PERMIT Additional desc Permit Fee 284.50 Plan Check Fee 184.93 Issue Date . . . . Valuation . . . . 30000 Qty Unit Charge Per Extension BASE FEE 252.00 5.00 6.5000 THOU BLDG 25,001-50,000 32.50 ---------------------------------------------------------------------------- Special Notes and Comments Commercial Remodel - Automotive Lifts "equipment & footings only" Permit does not include electrical. ---------------------------------------------------------------------------- Other Fees . ... . . . . . . STRONG MOTION (SMI) - COM 6.30 Fee summary Charged Permit Fee Total. 284.50 Plan Check Total 184.93 Other Fee Total 6.30 Grand Total 475.73 Paid Credited Due ----------• ---------- ---------- .00 .00 284.50 .00 .00 184.93 .00 .00 6.30 .00 .00 475.73 a _N P.O. Box 1504 • /� . w VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: 0.3-.2a4p Applicant: Applicant's Mailing Address: Date: -2 r f3 .0 Architect or Engineer: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS 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 Lice9se is in full force and effect. �O 7 icense Class %� --6—cense No. S 7 /Date — ontractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).): U 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 or 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.). U 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.). U I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number I certify that, in the performance of the work for which this permit is issued, I 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, 1 shall forthwith comply with those provisions. _ ^!% tJ f WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 A 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 Ouinta, 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 county to enter u on the above-mentioned property for inspection purposes. r1 ignature (Applicant or Agen � Application Number . . . . 05-00000226 0 Page 2 Date 2/08/05 e<� ;Mo . City of La Quinta Building Q Safety Division J� X Permit A �� P.O. Box 1 SO4, 78.495 Calle Tampico � ✓ �?� La Quinti, G 92253 • (760) 777.7012 vo, j, -, Building Permit Application and Tracking Sheet Project Address: �I'1 (� ONrer's Namc: W 1 V �,�tG, . W A. P. Number Address: Leal Description: City. ST. Zip: Contractor. V ' -• :-:-•,�.� _.. �i�.% FTelephone: Address: 641 XProjcc1 Desaiption:—) Y � J1 X City, ST. Zip: ci n (P3 S O I' 1 O —Il U e X Telephone: (Pap = l �3g : `,- ` _• _ A State Lic. M : �O��S � City Lir. M: tJQ / , 0 Arch., ngr.,))csigner. W CJ ST�OW(✓ .Address: q,61 0� , L' J11W, —�(OO City. ST. Zip: n(p Telephone: ('V17i�i R =-•__ _ . - Construction Type: Occupancy: State Lic. N: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: I S TSq. Ft.: >+ Stories: N Units: X Telephone # of Contact. Person: = l ej�j� '— J* "astihiatcd.. alucof�P,`r'oT'° t APPLICANT: DO NOT WRITE BELOW THIS LINE tr Submittal Req'd Recd TRACKING PERMIT FEES � Plan Sets Plan Check submined !Item Structural Cales. Awovat Reviewed, ready for corrections Plan Check Deposit Truss Calci Called Contact Person Plan Check Balance Energy Cala. Plans picked up /Z Construction Flood plain plan Plans resubmitted I pf Mechanical Grading plan 2" Review, ready for correction �ssu Electrical Subco°tactor List Called Contact Person G Plumbing -Plumbing Grant Deed picked up S.M.I. H.O.A. Approval Plans resubmitted Grading M HOUSE:- '"' Review•, ready for eorrectioasltssue Developer Impact Fee Planning Approval Called Contact Person Pub. Wks- Appr8I0� A.I.P.P. Date of permit issue School Fees OL%d /.siUO W&74 Total Permit Fees ,V7 o� r CITY OF LA QUINTA ' . PLAN CHECK CORRECTION LIST January 28, 2005 ML Engineering 909-949-0923 ` PLAN CHECK NO. 05-226 FIRST/FINAL CHECK �. ADDRESS UT -265 I�wy (G.o-od_y_ear Tire SCOPE OF WORK Install new auto ifts t a The submitted plans and specifications have been reviewed by the VCA CODE GROUP. In our Al professional opinion the plans are insubstantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTAand the State of Cal ifornia'Amendment. ---------- 7 - - - - - - - ---------7------- ` APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND ASSOCIATIONS. a Plans checked by: Neil Evans, PE VCA CODE GROUP 2200 W Orangewood Ave, Ste 155 ' Orange, CA 92868 (714) 363-4700 ext. 750 VCA File No. LQ -17247 f • 1 • Gcoo D ye'A 2 T Ro S-ro►Z.E LA Q N g N TA Su$ FAACL A .2oo A m P r 30 AM P 3/P CK, 3/-33-35 3oAmp Lip -r s CKT� 8 �a-/� L��r 7 8 L.ip-r 4 /o ,``�,, ///���\\\\`` 11��I1�7��1.,.��` ��7�'I''rQ�\�,i/y, �\�//���j'}r 7jI�'11�j}rj� - `�E�Y SUE �L 11L a v .u�. E Ji ING FOR THE CONSTRUCTION INDUSTRY Volume 27 Number 47 November 22, 2004 - - © SAFETY MEETING OUTLINES, INC. PO Box 700, Frankfort, IL 60423 815-464-0200 www.safetymeetingoutlines.com Company Name Job Name r + Date PREVENTING BAND INJURIES Your hands are among the most complex and fragile tools you'll ever use. Nerves, tendons, bones, and skin work together to allow you to perform a variety of tasks that cannot be performed by any. other part of the body. Without the use of your hands, simple tasks such as driving,• opening doors, eating, and buttoning your.. shirt. would;be,very difficult or almost impossible to 'do. Your skills as a construction Worker and -your abilify.to earn a living depend largely on the jobs you perform with your hands. Yet in spite of how important hands are, workers often forget to protect their hands'in order to avoid injury. A hand injury — even a fairly minor one — can lead to loss of motion, loss of agility, and loss of grip, The good news is that injuries to the hands are preventable. The most common causes of hand injuries are carelessness, lack _of 'aware- ness, becoming distracted from the task being completed, and disregard for safety procedures. Common hand injuries and excuses for them include: 0 Struck by hammers: "i meant to hit the nail but got my hand instead." 0 Pinched between objects: "l wasn't paying attention•to where my fingers were when l put the plywood dowri." Cut by sharp objects: "The knife that / use to strip wires is extremely sharp and l like to cut towards myself." 0 Pierced by splinters and slivers: "lf I would only wear the gloves my boss gave me." 0 Burned on hot objects: "l just finished using a cutting torch and picked up the wrong end of the iron." 0 Burned by chemicals: "1 know l should wear the chemical gloves,.but they're bulky and get in my way." -'J Caught in moving machinery: "1 just reached in for a second to clear some scrap," _ If any of these excuses sound familiar, it's time to think about safety and focus on preventing hand injuries. Know the hazards involved in every task you perform. Choose the right gloves for the job. It sounds obvious, but pay attention to what you're doing — beware of carelessness and complacency. Don't wear rings, bracelets, or any loose jewelry when working around machinery. Do not remove guards or safety devices on any -equipment. Always disconnect the power before. you clean, oil, or adjust any machinery.. All hand injuries require first aid. SAFETY REMINDER Report even minor hand injuries to your supervisor so you can get the necessary medical attention. Special Topics For Your Project Employee Safety Recommendations S.A.F.E. Cards° planned for this week Reviewed MSDS # Subject Meeting Attended By Supervisor's Signature These. instructions do not supersede local, state, or federal regulations. LA QUINTA VENTURES, LLC 1242 NORTH KENNYMEAD STREET ORANGE, CALIFORNIA 92869 REPORT OF TESTING AND OBSERVATION t PERFORMED DURING GRADING GOODYEAR TIRE STORE AT THE CENTRE AT LA QUINTA 79-265 HIGHWAY 111 LA QUINTA, CALIFORNIA August 16, 2004 © 2004 Earth Systems Southwest Unauthorized use or copying of this document is strictly prohibited without the express written consent of Earth Systems Southwest. File No.: 08628-07 04-08-757 Qi Earth Systems Southwest August 16, 2004 La Quinta Ventures, LLC 1242 North Kennymead Street Orange, California 92869 Attention: Mr. Doug Manista and Mr. Tom Olsen Project: Goodyear Tire Store at The Centre at La Quinta 79-265 Highway 111 La Quinta, California Subject: Report of Testing and Observation Performed during Grading 79-811B Country Club Drive ' Indio, CA 92203 (760) 345-1588 (800)924-7015 FAX (760) 345-7315 File No': 08628-07 . 04-08-757 Reference: 1. Earth Systems Southwest, Report of Testing and Observation during Rough Grading, Parcel Map 30420, The Centre at La Quinta, La Quinta, California, File No.: 08628-02, Document No.: 02-11-715, dated November 7, 2002. 2. Earth Systems Southwest, Geotechnical Engineering Report, Propos'ZA Phase I1 Development, The Centre at La Quinta, La Quinta, California, File No.: 08628-01, Document No.: 02-04-803, dated April 30, 2002. Submitted herewith is a report of testing and intermittent observations performed .luring the grading on the above referenced project. Grading operations were performed by Tri Star, using conventional heavy equipment. Testing was performed as per authorization of --Mr. Doug ' Manista. Test results are presented on the attached test report sheet with their estimated locations plotted on the accompanying plan. Compaction tests were performed in accordance with ASTM D 2922-81, Method A or B; and ASTM D 3017-88 Nuclear Density Test Procedures. The maximum density and 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 Optimuml.Moisture Brown silty Sand, fine grained SM 106.0 pcf 12.5% DISCUSSION: I 1. The project is located on Parcel 9 of the Centre at La Quinta, on the southeast corner of ' Highway 111 and La Quinta Center Drive, in the City of La Quinta, California. 2. Prior to grading, the site consisted of a partially graded pad. August 16, 2004 -2- File No.: 08628-07 04-08-757 3. The proposed development will consist of one commercial building. 4. The scope of our work was based on the referenced geotechnical engineering report and on plans and staking by others. , 5. The site was cleared of any pre-existing vegetation and pre -watered prior to grading operations. 6. The building pad was over -excavated to a depth of 5 feet below existing grade or bottom of footings, whichever was greater, and to a distance of 5 feet beyond the perimeter footings. The exposed surface was processed by scarification, moisture conditioning, and recompaction. 7. Fill materials consisting of previously removed soils were placed in relatively thin lifts and compacted into place. 8. A total of 14 compaction tests were performed. 9. Test results indicate that a minimum of 90% relative compaction has been obtained within the areas tested. 10. 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 survey information provided by others. 11. Bearing values given in the referenced report remain applicable. 12. The foundation design criteria as outlined in the referenced report still apply. 13. Please refer to the referenced geotechnical engineering report for further information. 14. Based upon intermittent observations and testing during the grading operations, from August 9 through 12, 2004 on this project, it is our opinion that the grading has met the intent of the recommendations of the referenced geotechnical engineering report, as well as the grading ordinances of the City of La Quinta. 15. As used herein, the term "observation" implies only that we observed the progress of work with which we agreed to be involved, and performed tests on which together we based our opinion as to whether the work essentially complies with job requirements. 16. 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 in the 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, and the degree of certainty is greater with full-time observation than it is with intermittent observations and testing. Therefore, our opinion based on EARTH SYSTEMS SOUTHWEST August 16, 2004 - 3 - File No.: 08628-07 04-08-757 observing and testing the work means that there is only a statistically -based, reasonable certainty that the work essentially complies with the job requirements. 17. We make no warranty, express or implied, except that our services were performed in accordance with engineering principles generally accepted at this time and location. 18. It is recommended that Earth Systems Southwest (ESSW) be provided the opportunity for a general review of any changes to the final design and/or location of the proposed structures in order that earthwork and foundation recommendations may be properly interpreted. If ESSW is not accorded the privilege of making this recommended review, we can assume no responsibility for misinterpretation of our recommendations. 1.9. This report is issued with the understanding that it is the responsibility of the owner or his representative to ensure that the information and recommendations contained herein are called to the attention of the architect and engineers for the project and are incorporated into the plans and specifications for the project. It is also the responsibility of the owner or his representative to ensure that the necessary steps are taken to see that the general contractor and all subcontractors carry out such recommendations in the field. It is further understood that the owner or his representative is responsible for submittal of this report to the, appropriate governing agencies. If there are any questions concerning this report, please do not hesitate to contact this office. Respectfully submitted, EARTH SYSTEMS SOUTHWEST pDG Phillip D. Clanton Supervisory Technician Grading/pdc/csh/reh Distribution: 4/La Quinta Ventures, LLC 2/Job Site Attn.: Mr. Dennis Evans 1/RC File 2BD File Reviewed by, oVVOFESS/oti� �pdG S. G Q1 � �icoy yc� CE 38234 m Cr EXP. 03/31/05 Craig S. Hill CE 38234 �l9 cmL TFOF CAL\FGP/ EARTH SYSTEMS SOUTHWEST I REPORT OF RELATIVE COMPACTIONS 1 JOB NAME: Goodyear Tire Store at Centre at La Quinta ' LOCATION: La Quinta, California JOB NO: 08628-07 REPORT NO: 04-08-757 paap 1 of 1 No Date Tested Description Elevation %Moisture ry Density Relative Maximum ITest In Place In Place Compaction Density Gradin 1 08/09/04 Per Plan 5.0 BSG 10.6 99.4 94 106.0 2 08/09/04 Per Plan 5.0 BSG 11.1 99.9 94 106.0 3 08/09/04 Per Plan 5.0 BSG 10.3 101.4 96 106.0 4 08/10/04 Per Plan 5.0 BSG 12.1 97.7 92 106.0 5 08/10/04 Per Plan 5.0 BSG 10.6 99.5 94 106.0 6 08/10/04 Per Plan 3.0 BSG 9.4 102.0 96 106.0 7 08/10/04 Per Plan 3.0 BSG 10.2 100.4 95 106.0 8 08/10/04 Per Plan 3.0 BSG 9.6 103.2 97 106.0 I9 08/10/04 Per Plan 1.0 BSG 7.9 102.6 97 106.0 10 08/10/04 Per Plan 1.0 BSG 10.2 102.3 97 106.0 11 08/10/04 Per Plan 1.0 BSG 8.7 100.3 95 106.0 I12 08/12/04 Per Plan FPG 8.4 100.1 94 106.0 13 08/12/04 Per Plan FPG 11.2 97.4 92 106.0 14 08/12/04 Per Plan FPG 10.3 102.3 97 106.0 BSG = Below Subg rade FPG = Finish Pad Grade •d 1 August 16, 2004 1 EARTH SYSTEMS SOUTHWEST t -T al b &P a 7Z - IT COMPACTION MAP Goodyear Tire Store Centre at La Quinta La Quinta, California Earth Systems Southwest 08/16/04 1 File No.: 08628-07 Sep 14_04_10:42a 09/14/2004 09:52 Gilbert Rlcala 7149973e,57' way DALE CHRISTIAN/ STRUCTUAAL ENGINEER. INC :ONSUM.NG 6 CES GRA ' 744 wC11 t(a:NL0 A,rnu'. ti:lEe :0% :7'?nCiP IA 9) (If N4 997 1145 ?14 49: 38;7 QX t September 14, 2004 Alcala Associates 2994 Rochester Circle Corona, CA 92879 Attm Mr. Gil. Alcala (909) 37lr5927 p.3 DALE CHR1STIAid 5.E. PA13E 02/0 Re: Goodyear Tire Store t79_265_Highway I I I..i:a Quintal, CA (Our Job No. 04013) Dear Gil, In regards to our conversation regarding dctaii l3rSD-1; when the footing dowels are 46 reinforcing bars at 16" o.c., the wall reinforcing (15 C 24" o.c. staggered) should not be lapped nor tied with the footing dowels. It is important th it the wall reinforcing occur at each face of tile. masonry as shown on the detail. To :larify the w�,kt reinforcing, the #5 bars at 24" o.c. staggered will result in. #5 bars at 48" o.c. at each face of the wall. If you have any further questions regarding this muter, please do not hesitate to call. Sincerely, 0-5o:7 Er SSvp A. 4 Richard A. Suzuki. RCE 49775 exp. 9/06 No. C049775 MM Sr. V.P. / Director of Engineering— st t: 11/11 , W OR i1_DOC%04\04(113104ou-i enc OF G m_* Sep 14 04 10:42aGilbert Rlcala (9091 371-5927 p.2 ALCALA ARCHITECTURE: ! ARCHITECT'S SUPPLEMENTARY 2994 Rochester Circle INSTRUCTION Corona, California 92879 ASI (X) Owner (X) Architect (X) Field Book (X) Ccntractor () HUD () Hsg. Consult. () Other Project: Goodyear - La Quinta, CES ASI No.: 3 Owner: La Quinta Ventures Date: 9/14//04 Hamner Ave LLC Project No.: 0301 1242 N. Kennymead Orange, CA To: Miller Construction 1241 Distribution Way Vista, CA 92081 The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the contract documents without cheinge in contract sum or contract time. If you consider that a change in contract sum, or contract time is required, please submit your itemized proposal to the Architect immediately and before proceeding with th;s work. If your proposal is found to be satisfactory and in proper order, these instructions will oe superseded by a Change Order. 3.1 Refer to the attached structural engirn!ers' letter dated September 14, 2004 for clarification on vertical reinforcing steel and footirg dowels. 3.2 Refer to the attached detail 8/SB for epoxy dowels missing from detail 4/SD-1. This detail applies at the roll up doer openings. i Issued by: Gilbert M. Alcala' Project Manar Page 1 of 1