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07-0820 (CSCS)n � Pb. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&ty/ aF 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/12/07 Application Number: 07-00000820 Owner: Property Address: 79825 HIGHWAY 111 KOMAR INV APN: 600-020-034- - - 23 CORPORATE PLZ STE 247 Application description: NEW COMML - STORES & CUSTOMER SERVICE NEWPORT BEACH, CA 92660 Property Zoning: COMMERCIAL PARK Application valuation: 264761 D Contractor: Cr Ef 4 r 2007 J Applicant: Architect or Engineer: BERGMAN COMPANI TH 4300 EDISON AVE E d��A %�� // CHINO , CA 91710 CITY OF LA GUINTA G T (909) 627-3651 FII�NCE�E�i' Lic. No.: 436418 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed - rider provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Bus' ess and Profess, Code, and my License is in full force and effect. License Class: 13 C9 L cense No.: 436418 ✓Date. %,-o✓Contractor. �4 OWNER -B DER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500): (_) I, 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.). ( 1 1, 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: LQPERMIT 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 AMERICAN INTL Policy Number WC5312540 _ I certify that, in the performance of t e work for which this permit is issued, I shall not employ any person in any manner so as to bel me sub'ect to the workers' compensation laws of California, and agree that, if I should com s cC t rkers' compensation provisions of Section 1/ ��r 3700 of the Labo e, I hall rt ith com I h those provisions. r Date^ r) � % pplicant: p WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP -TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN, SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the 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 hale read this applicUed that he ab ve information is correct. I agree to comply with all city c unty _di and st to to it ng on n, and hereby authorizer sentatives of t is ty enter� on the o pr art fo inspec ' rpos s.Da 15ignature (Appli�" -- al �•''� yam- t, 1 Application Number . . . . . 07-00000820 Structure Information 5606 SF RETAIL SHELL BLDG B Other struct info . . . . . CODE EDITION 01BMP04E05EN FIRE SPRINKLERS MIXED-USE OCCUPANCY SHELL `OCCUPANT LOAD .00 PATIO SQ FTG 1356.00 1ST FLOOR SQUARE FOOTAGE 5606.00 2ND FLOOR SQUARE FOOTAGE .00 ---------------------------------------------------------------------------- Permit . . . BUILDING PERMIT Additional desc . . SHELL BLDG "B" Permit Fee . . . . 1217.00 Plan Check Fee 791.05 Issue Date . . . . Valuation . . . . 264761 Expiration Date 3/10/08 Qty Unit Charge Per Extension. BASE FEE 639.50 165.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,•000 577.50 Permit . . . ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 154.24 Plan Check Fee 38.56 Issue Date . . . . Valuation 0 Expiration Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 15.00 6962.00 .0200 7 -------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 139.24 Permit . . . MECHANICAL Additional desc . Permit Fee 70.50 Plan Check Fee 17.63 Issue Date . . . . Valuation 0 Expiration Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 9.0000 EA MECH FURNACE <=100K 27.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 3.00 6.5000 ----------------------------------------------------------------7----------- EA MECH VENT FAN 19.50 Permit . . . PLUMBING Additional desc . LQPERI4IT :� �. Application Number . . . . . 07-00000820 Permit . . . PLUMBING Permit Fee . . . . 111.00 Plan Check Fee 27.75 Issue Date Valuation . . . . 0 Expiration Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 15.00 6.00 6.0000 EA PLB FIXTURE .36.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 '4.00 6.0000 EA PLB ROOF DRAIN 24.00 3.00 3.0000 EA PLB WATER INST/ALT/REP 9.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS ---------------------------------------------------------------------------- 3.00 Permit . . . .GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/08. Qty Unit Charge Per Extension BASE FEE 15.00 -=-------------------------------------------------------------------------- Special Notes and Comments 5,606 SF RETAIL SHELL BUILDING "B". TYPE V -N CONSTRUCTION. 2001 CBC,CMC,CPC, 2004 CEC, 2005 ENERGY CODES.FIRE SPRINKLER & 2 YARDS FOR ALLOWABLE AREA INCREASE = 8,000SF X 3 X 1.5=36,000SF **PERMIT DOES NOT INCLUDE TEMPORARY POWER, BLOCK WALLS, TRASH ENCLOSURE, WATER FEATURES, GREASE INTERCEPTORS AND SITE LIGHTING.** NOTE: SUSPENDED CEILING,. HVAC DUCTS & LIGHTING INSTALLED @ 3 OF 3 SUITES. ------------ ----------------------------------------------------------------- Other Fees . . . . ... . ACCESSIBILITY -PLAN REVIEW. 79.11 ART IN PUBLIC PLACES -COM 1303.80 DIF CIVIC CENTER - COMM 1805.13 ENERGY REVIEW FEE 79.11 DIF FIRE PROTECTION -COMM 252.27 STRONG MOTION (SMI) - COM 55.59 DIF STREET MAINT FAC -COMM 594.23 DIF TRANSPORTATION - COMM 17036.63 Fee summary Charged Paid Credited --------------------------------------------------------- Due LQPERAIIT ' Application Number . . . . . 07-00000820 Permit Fee Total 1567.74 .00 .00. 1567.74 Plan Check Total 874.99 500.00 .00 374.99 Other Fee Total 21205.87 .00 .00 21205.87 Grand Total 23648.60 500.00 .00 23148.60 MTG L Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial Count. 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 FIELD REPORT Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 TYPE OF WORK O INSPECTOR O TECHNICIAN AVAILABLE: SO L REPORT (Y) (N) SPECS ) (N) APPROVED PLANS APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. i►tis A&2 ENGINEER L REPORT N0. PG OF CONTRACTQB, 1 '_Oes PLAN FILE NO. PERMIT NO. 0 '?" s vL y SUB -CONTRACTOR PROJE T NAME �46 V" .1_ r De.s c r4- cc -i-c INSPECTION ADDRESSrr G 8 2 T 1-4 In w � l.1 � ' . ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, 1S CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): `(-0 AA tX 6 2 _1 0 sr: AP c stir CONTRACTORS EQUIPMENT/ MANPgWER USE D: AREA, GRID LINES, PIECES OBSERVED: ( A "A zi 5 0!n In C..1 L y 3 -C1(;AAAJzr STRUCTURAL NOTES, DETAIL, OR RFIS USED: � ED _ /� • / � S A REMARKS. INCLUOINQ MEETINGS: 6 s Je_ v e o Lo.c em r-nA o P C•�n �c �l-F �— v - . ci c-1 &nsixn c ;L cJee-s 3 . c N, I A�-4- (a tics �1 uns t 4� C_ 1c, . REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION* WEATHER: C ear TEMPERATURE: C 1 SAMPLES TAKEN: � TESTS REQUIRED: Ca (\ C_ ('t�e- Qom` M Q tJ � 4 I�r6 M u 1 de F,� �('O:h ear QOu SITE TIME START: LUNCH PERIOD: SITE TIME FINISH:kk-i�n TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PE NALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THEI6fH#tlE�` -TION RECOMMENDATIONS, AND / OR THE APgAOVED PCAN1CIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT C� Stature Date of Report ICBO Certification Number Wl, - L o(e,,,, Print Name City / County Certification Number Rev: 7/97 CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 1=11=1 r1 R?CDnm-r Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 — -- ----- •-- • �• •- - �� ., ,c vvvr�r� Ulo I cU 1ADUvt Hlvu I NA 1 I Nib vvURK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. . , A " Z" �)' 0849264-85 Signature • ICBO Certification Number Steve W. Bodnar 11/31/2007 City of La Quinta Print Name Date Of Report City / County Certification Number Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (N) ARCHITECT: SGPA Architecture and Planning FOR WEEK ENDING 1110312007 PROJECT NO. 2145802 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 Building - B ENGINEER: Malek Engineers, Inc. REPORT NO. 1 PG 1 8380 Mirimar Mail Ste. 225 San Diego, CA 92121 OF 1 PLAN FILE NO. PERMIT NO. 07-820 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 SUB -CONTRACTOR: Law Steel PROJECT NAME: Komar Desert Center 820 South Hathaway Bldg. B Banning, CA 92220 INSPECTION ADDRESS: 79-825 Highway 111 ADDRESS OF PROJECT: -79-825 Highway 111 La Quinta, CA.. La Quints, CA REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL! MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Felipe De Jesus Cardenas CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Miller 301 D AREA, GRIDLINES, PIECES OBSERVED: Completed welding of the metal joist hanger on line 4/B to C on the roof level. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: ' REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: TEMPERATURE: 83 Deg. F TESTS REQUIRED: SITE TIME START: 11:00 AM SITE TIME FINISH: 12:00 PM LUNCH PERIOD: none TRAVEL TIME: V RIFIED BY I nn RV rGDTIw TUAT I U-11 — -- ----- •-- • �• •- - �� ., ,c vvvr�r� Ulo I cU 1ADUvt Hlvu I NA 1 I Nib vvURK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. . , A " Z" �)' 0849264-85 Signature • ICBO Certification Number Steve W. Bodnar 11/31/2007 City of La Quinta Print Name Date Of Report City / County Certification Number CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REP()RT Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS IN] ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste, 200 San Diego, CA 92108 FOR WEEK ENDING 1110312007 PROJECT NO. 2145CO2 Building - C ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 1 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-821 SUB -CONTRACTOR: Law Steel 820 South Hathaway Bldg. B Banning, CA 92220 PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-835 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-635 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL ! MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Felipe De Jesus Cardenas CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Miller 301 D AREA, GRIDLINES, PIECES OBSERVED: Completed welding of the metal joist hangers on line E/4 to 5 and E/7 to 8 on the roof level. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: TEMPERATURE: 83 Deg. F TESTS REQUIRED: SITE TIME START: 9:00 AM SITE TIME FINISH: 11:00 AM LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY I UO 13Y CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 00. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 11/31/2007 City of La Quinta Pri6t Name Date Of Report City / County Certification Number Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 F San Diego/imperial Count, 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 FIELD REPORT Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 TYPE 0 0 K dkNSPECTOR O TECHNICIAN i AVAILABLE: SOIL REPORT (Y) (N) SPECS ) (N) APPROVED PLANS fJff(N) APPROVED SHOP DRAW (Y) (N) ARCHITECII FOR WEEK ENDING PR Cl NO. kS 2 ENGINEER�, ff ( A4 G IL REPORT NO. PG OF CONTRACT PLAN FILE NO. PERMIT NO. I b -7 -1a? -9 SUB -CON OR PROJECT NAME #_r S o ` CQ INSPECTION ADDRESS �� ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALIMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. MATE AL USED BY CON T R (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): �v IIW f n 1 r�nec�C�b� CONTRA S EQUIPMENT/ MANPOWER USED: �� YC�D i LrA.S Lr �r�CG1l . AREA, GRID LINES, PIECES OBSERVED: STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS, INCLUDING NEE77NGS: D cy cf•.crk �-c 4 !•� � _ n . �T, . ob �`ea.. ��n r «.! Ot/& rewc e- &-e- a�;nfvrc ans i.- Snv c S REWORK/SAS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: / " I lj/, r TEMPERATURE: -70 - vV (% SAMPLES TAKEN: `� �1 se t 2 c cj TESTS REQUIRED: �%� (IM i SITE TIME START: �:Q� SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED B . 100 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATI S, AND / OR THE APPRO ED L S, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 1(/ l /07 -(4!9 Si ure Date of Report ICBO Certification Number UEMOA Print Name City / County Certification Number Rev: 7/97 CORPO2 E. :*Ave.,La Pal ASuite A Anaheim, CA 92806 Tel: 714.6322999 Fax: 714.6322974 San Diego / Imperial Cov 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 R1=1 n RFani?r Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 TYPO Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (1) (N) SPECS. (ll) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (N) ARCHITECT: SGPAArdritecWm and Phrmmg 1545 Hole! Cirde S. SIO.200 San D"lego, CA 92108 FOR WEEK ENDING 11/03/2007 PROJECT NO. 2145502 Building - B ENGINEER: Malek Errgirreets, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 1 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-820 SUB -CONTRACTOR: Law Steel 820 South Hathaway Bldg. B Banning, CA 92220 PROJECT NAME: Kmw Desert Center INSPECTION ADDRESS: 79.825 Highway 111 La Quir ta, CA ADDRESS OF PROJECT: 79825 Highway 111 La Quads, CA REPORTING REQUIREMENTS: KBO FLEW INSPECTION MANUAL I MTM SOI. MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CWNWRMM WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, Alm RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY WHEN A DEFICIENCY. YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS, REPORT MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Feral De Jesus Cardenas CONTRACTORS EQUIPMENT I MANPOWER USED: WELDING MACHINE: Miller 301D AREA, GRIDLINES, PIECES OBSERVED: Completed welding of the metal joist hanger on line 4/B to C on the roof level. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY- PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: TEMPERATURE 83 Deg. F TESTS REQUIRED: SITE TIME START:. 11:00 AM SITE TIME FINISH: 12:00 PM !!f416�6c LUNCH PERIOD: none TRAVEL TIME: IRRIFIED r nn RV !`COIN Tu wT 1 u BY 'ncvvvrcnuartUAnVVt.ANU IMAI TH15WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND I OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature j'Q�i/Zy.� `� ICBO Certification Number Steve W. Bodnar ,d' City of La Quinta Print Name Date Of Report City I County Certification Number FIELD REPORT Type OF Work X INSPECTOR TECHNICIAN SSW ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circles. Ste. 200 San Diego, CA 92108 ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 SUB -CONTRACTOR: Law Steel 820 South Hathaway Bldg. B Banning. CA 92220 INSPECTION ADDRESS: 79-825 Highway 111 La Quirft, CA Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (N) FOR WEEK ENDING 11/03/2007 PROJECT NO. 2145B02 Building - B REPORT NO, 1 PG 1 OF 1 PLAN FILE NO. PERMIT NO. 07-820 PROJECT•NAME: Komar Desert Center ADDRESS OF PROJECT: 79-825 Highway 111 La Quints. CA 'REPORTING REQUIREMENTS: ICeO FIELD INSPECTION MANUAL I MTGLSOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY. OR MISSING MTRS, AND RFIS, ETC., FILL OLrr AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Felipe De Jesus Cardenas CONTRACTORS EQUIPMENT I MANPOWER USED: WELDING MACHINE: Miler 301D AREA GRIDLINES, PIECES OBSERVED: Completed welding of the metal joist hanger on tine 4/B to C on the roof level. STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: HOT TEMPERATURE: 83 Deg. F SITE TIME START: 11:00 AM LUNCH PERIOD: none (PER APPROVED PLANS) SAMPLES TAKEN: TESTS REQUIRED: SITE TIME FINISH: 12:00 PM TRAVEL TIME: PERCENT PROJECT COMPLETION: I DO BY CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS. AND I OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. BY Signature �G)j�L/� f9©P] 0849264-85 Steve W. Bodnar ICBO Certification Number ' ' "'"'^^^� - City of La Quints Print Name Date Of Report City / County Certification Number CORPORATE San Diego / Imperial County °< ig Sw 2992 E. La Palma Ave.,'Suite A 7313 Carroll Road, Suite G NGTV <Fa"' '. s• Anaheim, CA 92806 San Di ego, CA 92121 ,i z, Tel: 714.6322999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 FIELD REPORT Type OF Work X INSPECTOR TECHNICIAN SSW ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circles. Ste. 200 San Diego, CA 92108 ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 SUB -CONTRACTOR: Law Steel 820 South Hathaway Bldg. B Banning. CA 92220 INSPECTION ADDRESS: 79-825 Highway 111 La Quirft, CA Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (N) FOR WEEK ENDING 11/03/2007 PROJECT NO. 2145B02 Building - B REPORT NO, 1 PG 1 OF 1 PLAN FILE NO. PERMIT NO. 07-820 PROJECT•NAME: Komar Desert Center ADDRESS OF PROJECT: 79-825 Highway 111 La Quints. CA 'REPORTING REQUIREMENTS: ICeO FIELD INSPECTION MANUAL I MTGLSOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY. OR MISSING MTRS, AND RFIS, ETC., FILL OLrr AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Felipe De Jesus Cardenas CONTRACTORS EQUIPMENT I MANPOWER USED: WELDING MACHINE: Miler 301D AREA GRIDLINES, PIECES OBSERVED: Completed welding of the metal joist hanger on tine 4/B to C on the roof level. STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: HOT TEMPERATURE: 83 Deg. F SITE TIME START: 11:00 AM LUNCH PERIOD: none (PER APPROVED PLANS) SAMPLES TAKEN: TESTS REQUIRED: SITE TIME FINISH: 12:00 PM TRAVEL TIME: PERCENT PROJECT COMPLETION: I DO BY CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS. AND I OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. BY Signature �G)j�L/� f9©P] 0849264-85 Steve W. Bodnar ICBO Certification Number ' ' "'"'^^^� - City of La Quints Print Name Date Of Report City / County Certification Number Corporate: Branch: 2992 E. La Palma Ave., Suite A 7313 Carroll Road, Suite G Anaheim, CA 92806 San Diego CA. 92I21 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax 858.537.3990 FIELD REPORT TYPE OF WORK AVAILABLE REPORTS REINFORCED CONCRETE PLANS SPECS SOIL SHOPS APPROVED Y N ARCHITECT y Y �, Y SGPA FOR WEEK ENDING ENGINNER 9/29/07 PROJECT NO. 2145 02 MALEK PLAN FILE NO. CONTRACTOR . PERMIT NO THE BERGMAN COMPANY SUB -CONTRACTOR BLDG ".B" 07-.820 & .BLDG "C" .07421 PROJECT NAME TIDWELL INSPECTION ADFR—ESS KOMAR DESERT CENTER ADDRESS OF PROJECT BLDG'S "B" & "C" REPORT REQUIREMENTS: ICBG FIELD INSPECTION IvIANUALlMTGL SOIL 79-825&79-835 HWY 111 LA UiNTA MANUAL THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR VIEW PREVIO S RE RA LISTS. IF MISSING MTRS. AND RFIS, ECT., IL OUT AND ATTACH DEFICLIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORT_ 110 cubic yards of 3000 psi concrete from Robertson ready mix, design # 1085A A-615 60 grade reinforcing steel CONTRACTOR EQUIPTMENT / MAN POWER USED: Mechanical vibrator, 10 men AREA, GRID LINES, PIECES OBSERVED: Reinforcement inspection, anchor bolt, hd's & concrete placement perimeter bu Atop, lineD-2 tog, line8—DtoF,lineF—Ito8 0 , nus, i ucct�i, nu t EN, 1)1: CA1LS, OR RFLS USED: Concrete & masonry notes & details on sheets SI S2, S3, SD.1, SD.2, SD.3. SD.4 footing @ grid lines 1 & 2 - A to F, line A - 2 to 6, line'6 - h Verified reinforcing steel for type, size, grade, splice lap spacing & clearance for nerimeter monitored placement & consolidation of 110 total cubic yards of 30 Note: # 1, verified ufer ground cable in footing @ line D 7 to 8 N6te: s 2, connacior responsioie Iurau aimensron anchor boli acbi Note # 3, load # 7 reiected due to temperature over 900 & time over # 1 from load # 2, ticket # 5643889, slump @ 3 �/,", concrete temper # 2 from load # 8, ticket # 5643938, slump na 3", concrete temperab WEATHER: Clear TEMPERATURE: 60's — 70's SITE TIME START: 6:30 AM LUNCH PREIOD: t DO (,hKgSO—NALLLY Of INVESTIGATION RECOMMEN/JDATIO AND / SIGNATURE: PRINT NAME: DONALD SMITH and interior also L areas noted above 11 791, locations P. perimeter ftg's lines 1 & 2 — between C to E 841, location ween F to D SAMPLES TARN: 2 sets of 4 concrete TEST REQUIRED: Slump, temperature, f c r� SITE TIME FINISH: 3:30 PM TRAVEL TIME: VERIF D ALL OF THE WORK LISTED ABOVE AND THAT THIS 0 LS 'APPROVED PLANS, SPECS, AND APPLICABLE SECTION OF THE BUILDING ODES IJiLS �0 _ THURS: 9 / 27 / 2007 ICBO Certification Number. 1037223-84, 88 Date of Report City / county Certification number: Calpaeate:9 • afanch.. 2992 E. La Palma Ave. , Suite A 7313 Carroll Road, Suite G Anaheim, CA 92806 San Diego CA. 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax 858.537.3990 THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., FILL OUT AND ATTACH A DEFICIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORT. MATERIALS USED BY CONTRACTOR INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): 180 cubic yards of 4500 psi concrete from Robertson ready mix, design # 62121A FIELD REPORT TYPE OF WORK AREA, GRID LINES, PIECES OBSERVED: AVAILABLE REPORTS PLANS SPECS SOILS SHOPS REINFORCED CONCRETE Concrete & masonry notes & details on sheets S1, S2; S3, SD. 1, SD.2, SD.3, SDA APPROVED(Y) N Y Y Y Y ARCHITECT Note: # 1, slab reinforcement was raised on adobe's and pulled up to mid-section of slab during placement FOR WEEK ENDING # 1 from load # 2, ticket # 5653458, slum 3 %", concrete temperature @ 79°, locations s.o.. line A — between 3 to 6 # 2 from load # 13, ticket # 5653477, slum . 47', concrete temperature 81°, location P. s.o.. line 7.5 — between F to D ' SGPA TEMPERATURE: 60's — 70's 1 A. TEST REQUIRED: Slump, temperature, f c 10/06/07 PROJECT NO. 2145A02 ENGINNER PLAN FILE NO. MALEK CONTRACTOR PERMIT NO. THE BERGMAN COMPANY BLDG "B" 07- 820 & BLDG "C" 07-821 SUB -CONTRACTOR ' PROJECT NAME TIDWELL KOMAR DESERT CENTER INSPECTION ADDRESS ADDRESS OF PROJECT BLDG'S "B"-& "C" 79 —S25 & 79 — 835 HWY 111 LA QUfNTA D CDnDT D C/IT TIO CII ACAT're Tr'Dh L'r t h IAT"'but-mrNM AA AAR TAT /A \L.il Vl\l LL:\[Vll\l.:l Yiy:l `I1J. \..JJV 1'l1:LL 11YJ11iV 11V11Y1A1`IVl11J lYll ATP_T Qr%TT 4AATT IAT VL JV1L 1 Dl nVIlf DD C%flnf TC DCD()DTC Aln%T TCTC TC THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., FILL OUT AND ATTACH A DEFICIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORT. MATERIALS USED BY CONTRACTOR INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): 180 cubic yards of 4500 psi concrete from Robertson ready mix, design # 62121A A-615 60 grade reinforcing steel CONTRACTOR E UIPTMENT / MAN POWER USED: 39 meter boom pump, laser screed, mechanical vibrator, 20 men AREA, GRID LINES, PIECES OBSERVED: Concrete placement P, between grid lines l & 2 to 8, A to F, except @ space C1 between lines I to 4 & D to F C !1D D-111 C 11C CTl. CTDT 1/`TT TD A T MrWEC TIT A' TUS Ll: l_ USS V 1\' J V S'El Concrete & masonry notes & details on sheets S1, S2; S3, SD. 1, SD.2, SD.3, SDA REMARKS, INCLUDING MEETINGS: Verified reinforcing steel for type, size, grade, splice lap, spacing & clearance for monitored placement & consolidation of 180 total cubic yards of 4500 -psi concrete @ areas noted above Note: # 1, slab reinforcement was raised on adobe's and pulled up to mid-section of slab during placement # 1 from load # 2, ticket # 5653458, slum 3 %", concrete temperature @ 79°, locations s.o.. line A — between 3 to 6 # 2 from load # 13, ticket # 5653477, slum . 47', concrete temperature 81°, location P. s.o.. line 7.5 — between F to D WEATHER: Partly cloudy, windy SAMPLES TAKEN: 2 sets of 4 concrete TEMPERATURE: 60's — 70's 1 A. TEST REQUIRED: Slump, temperature, f c SITE TIME START: 6:30 AM SITE TIME FINISH: 12:30 PM LUNCH PREIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE'PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOILS INVESTIGATION RECOMMENDATIONS AND./ OR THE APPROVED PLANS, SPECS, AND APPLICABLE SECTION OF THE BUILDING CODES, UNO SIGNATURE: !' FRI: 10 / 05 / 2007 ICBG Certification Number: 1037223-84, 88 Date of Report PRINT NAME: DONALD SMITH City / county Certification number: Corporate: • Branch: 2992 E. La PfaAve. Suite A 7313 Carroll Road, Suite G Anaheim, CA 92806 San Diego CA. 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax 858.537.3990 REPORT REQU1KEMEN rS: 1CB0 FIELD INSPECTION MANUAL/MTGL SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS. IF THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., FILL OUT AND ATTACH A DEFICIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORT. MATERIALS USED BY CONTRACTOR INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): _ FIELD REPORT TYPE OF WORK AREA, GRID LINES, PIECES OBSERVED: AVAILABLE REPORTS PLANS SPECS SOILS SHOPS REINFORCED CONCRETE APPROVED(Y) N Y Y Y Y ARCHITECT FOR WEEK ENDING WEATHER: Clear SGPA _ TEMPERATURE: 60's — 90's TEST REQUIRED: 10/06/07 PROJECT NO. 2145A02 ENGINNER PLAN FILE NO. MALEK CONTRACTOR PERMIT NO. THE BERGMAN COMPANY BLDG "B" 07- 820 & BLDG "C" 07-821 SUB -CONTRACTOR PROJECT NAME TIDWELL KOMAR DESERT CENTER INSPECTION ADDRESS ADDRESS OF PROJECT BLDG'S "B" & "C" 79-825 & 79— 835 HWY 111 LA QUTNTA REPORT REQU1KEMEN rS: 1CB0 FIELD INSPECTION MANUAL/MTGL SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS. IF THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., FILL OUT AND ATTACH A DEFICIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORT. MATERIALS USED BY CONTRACTOR INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): A -o O ou - .. de reinIorctn - sieei CONTRACTOR E UIPTMENT / MAN POWER USED: AREA, GRID LINES, PIECES OBSERVED: STRUCTURAL NOTES, DETAILS, OR RFIS USED: REMARKS, INCLUDING MEETINGS: Verified reinforcing steel for e, size, grade, splice lap, spacing & clearance for slab on grade To the best of my knowledge, verified sand sub -grade to 4" below finish floor with laser 4 square foot intervals WEATHER: Clear SAMPLES TAKEN: TEMPERATURE: 60's — 90's TEST REQUIRED: SITE TIME START: 2:30 PM SITE TIME FINISH: 3:00 PM LUNCH PREIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOILS INVESTIGATIO 04 COM/MEEND ONS AND / OR THE APPROVED PLANS, SPECS, AND APPLICABLE SECTION OF THE BUILDING CODES, UNO SIGNATURE: !�^�% THURS: 10 / 04 / 2007 ICBO Certification Number: 1037223-84, 88 Date of Report PRINT NAME: DONALD SMITH City / county Certification number: Corporate: 2992 E. La Palma Ave. , Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Branch: 7313 Carroll Road, Suite G San Diego CA. 92121 Tel: 858.537.3999 Fax 858.537.3990 •v.:r vT.i TIGt(v11V.LYlri141 J. ii -nu r1r.LU m4arn%,l1VN MANUAUMIUL JVIL MANUAL KEV1EW PKEVIOUS REPORTS AND LISTS. 1 THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., FILL OUT AND ATTACH A DEFICIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORT_ MATERIALS USED BY CONTRACTOR . INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): 180 cubic yards of 4500 psi concrete from Robertson ready mix, design # 62121A FIELD REPORT TYPE OF WORK AREA, GRID LINES, PIECES OBSERVED: AVAILABLE REPORTS PLANS SPECS SOIL5,1 SHOPS REINFORCED CONCRETE Concrete & masonry notes & details on sheets S1, S2, S3, SD. 1, S13.2, SD.3, SDA I APPROVED Y N Y Y Y Y nnnTrimrnT' An�,n1 i r-%- i SGPA rnn Timmw TT,TTlTA Tn- rv1, vv nn1� ci�Luvu 10/06/07 PROJECT NO, 2145 ENGINNER WEATHER: Partly cloudy, windy SAMPLES TAKEN: 2 sets of 4 concrete PLAN FILE NO. TEST REQUIRED: Slump, temperature, f c MALEK CONTRACTOR PERMIT NO. THE BERGMAN COMPANY BLDG `B" 07- 820 & BLDG "C" 07-821 SUB -CONTRACTOR PROJECT NAME TIDWELL KOMAR DESERT CENTER INSPECTION ADDRESS ADDRESS OF PROJECT BLDG'S '"B" & "C" 79-825 & 79-835 HWY 111 LA QUINTA •v.:r vT.i TIGt(v11V.LYlri141 J. ii -nu r1r.LU m4arn%,l1VN MANUAUMIUL JVIL MANUAL KEV1EW PKEVIOUS REPORTS AND LISTS. 1 THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., FILL OUT AND ATTACH A DEFICIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORT_ MATERIALS USED BY CONTRACTOR . INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): 180 cubic yards of 4500 psi concrete from Robertson ready mix, design # 62121A A-615 60 grade reinforcing steel CONTRACTOR E UIPTMENT / MAN POWER USED: 39 meter boom pump, laser screed, mechanical vibrator, 20 men AREA, GRID LINES, PIECES OBSERVED: Concrete placement between grid lines 1 & 2 to 8, A to F, except @ space C1 between lines 1 to 4 & D to F STRUCTURAL NOTES, DETAILS, OR RF1S USED: Concrete & masonry notes & details on sheets S1, S2, S3, SD. 1, S13.2, SD.3, SDA REMARKS, INCLUDING MEETINGS: Verified reinforcing steel for type, size, pyade, so I ice I acin & clearance for monitored placement & consolidation of 180 total cubic yards of 4500 -psi concrete @ areas noted above Note: # 1, slab reinforcement was raised on adobe's and pulled up to mid-section of slab during placement # 1 from load # 2, ticket # 5653458, slum 3 ''V2", concrete temperature 79°, locations @ s.o.. line A — between 3 to 6 # 2 from load # 13, ticket # 5653477, slum 4", concrete temperature 81 °; location @ s.o.. line 7.5 — between F to D WEATHER: Partly cloudy, windy SAMPLES TAKEN: 2 sets of 4 concrete TEMPERATURE: 60's — 70's TEST REQUIRED: Slump, temperature, f c SITE TIME START: 6:30 AM SITE TIME FINISH:. 12:30 PM LUNCH PREIOD: TRAVEL TIME: \(ERIFIE� BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT WORK COMPLIES WITH SOILS INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECS, AND APPLICABLE SECTION OF THE BUILDING CODE UNO SIGNATURE: A pl.4� FRI: 10 / 05 / 2007 ICBO Certification Number: 1037223-84, 88 Date of Report . lllll.T A T T\ Cl dTTTT yih� / r --hr f �rriF��ri�n nwml.x• YIC11V 1 AW-: r%r%k ALL% 01,11111 ,y , ,,,,,� „ , NR6� Corporate: 2992 E. La Palma Ave. , Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Branch: 7313 Carroll Road, Suite G San Diego CA. 92121 Tel: 858.537.3999 Fax 858.537.3990 ... , uua aav1Y Iva NUt11J1v11lJL JViL 1v1HNUP11. KCvtt W I MEVIOUS REPORTS AND LISTS. IF THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., FILL OUT AND ATTACH A DEFICIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH Y01rR WFPIC'N RPPOPT MATERIALS USED .BY CONTRACTOR INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): FIELD REPORT TYPE OF WORK REINFORCED CONCRETE_ AREA GRID LINES, PIECES OBSERVED: AVAILABLE REPORTS PLANS SPECS SOILS SHOPS QTD 7 Tl�TT TD A T AT/1TL•Q T 1 A1A Ti C !1D D CTC T TQ V n. ' D'-7 Vl\ 1\l'lJ V JLiL. APPROVED Y N y y y y ARCHITECT FOR WEEK ENDING WEATHER: Clear SGPA OUv Js hnf_ ' 1 nlvlr clw 1 Ul\G. — Y V S II TT.I TT.n ATfmT. 'TT:QT DT'/Ii TTD T:T. 10/06/07 1 PROJECT NO. 2145 0 ENGINNER PLAN FILE NO. MALEK CONTRACTORPERMIT NO. THE BERGMAN COMPANY BLDG "B" 07- 820 & BLDG "C" 07-821 SUB -CONTRACTOR_._..... PROJECT NAME _... TIDWELL KOMAR DESERT CENTER INSPECTION ADDRESS A ADDRESS OF PROJECT BLDG'S `B" & "C" I 79-825 & 79-835 HWY 111 LA QUINTA RRPr)PT PFl1T 1TD CAACAITQ T!'Dn rMT n MtVQ V.n- n ... , uua aav1Y Iva NUt11J1v11lJL JViL 1v1HNUP11. KCvtt W I MEVIOUS REPORTS AND LISTS. IF THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., FILL OUT AND ATTACH A DEFICIENCY REPORT. WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH Y01rR WFPIC'N RPPOPT MATERIALS USED .BY CONTRACTOR INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): A-615 60 grade reinforcing steel CONTRACTOR E UIPTMENT / MAN POWER USED: AREA GRID LINES, PIECES OBSERVED: QTD 7 Tl�TT TD A T AT/1TL•Q T 1 A1A Ti C !1D D CTC T TQ V n. ' D'-7 Vl\ 1\l'lJ V JLiL. REMARKS, INCLUDING MEETINGS: Verified reinforcing steel for type, size, grade, splice lap, spacing & clearance for slab on grade To the best of my knowledge, verified sand sub -grade to 4" below finish floor with laser 4 square foot intervals WEATHER: Clear SAMPLES TAKEN: OUv Js hnf_ ' 1 nlvlr clw 1 Ul\G. — Y V S II TT.I TT.n ATfmT. 'TT:QT DT'/Ii TTD T:T. SITE TIME START: 2:30 PM LUNCH PREIOD: SITE TIME FINISH: 3:00 PM TRAVEL TIME: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT OMPLIE T SOILS M 'INVESTIGATION RECOMENDATIO / OR THE APPROVED PLANS, SPECS, AND APPLICABLE SECTION OF BUILDING CODESLUNO SIGNATURE: oa i THURS: 10 / 04 / 2007 ICBO Certification Number: 1037223-84, 88 Date of Report PRINT NAME: DONALD SMITH City / county Certification number: APR -12-2007 09:58 ESGIL CORP. 858 560 1576 P.014 LA QUWTA 07-820 "PlL 12, 2007 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 79-825, 79-835, 79-845, 79-785, 79-775, 79-715 HWY 111, La Quinta, CA PLAN CHECK NUMBER: 07-820 OWNER'S NAME: Komar Investments, LLC I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architectlengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. I Signed I, as the "ggineer/architect of re have prepared the following special inspection program as require 6.3.5 for the construction project located at the site listed abov ID. 2010 0^ a slanoaua H.n Signed 1. List of work requiring special ins hN6-' Z Soils Compliance Prior to Foundation Inspection ® Field Welding ® Structural Concrete Over 2500 PSI ® High Strength Bolting ❑ Prestressed Concrete ® Expansion/Epoxy Anchors ❑ Structural Masonry ❑ Sprayed -On Fireproofing ❑ Designer Specified ❑ Other 2. Name(s) of individual(s) or'firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. 'rC-C.fJ �f�ISI _-r�l� ��-EI��u�%tA� TLRI-T'- B. C. Special inspectors shall check In with the City and present their credentials for approval prior to beginning work on the job site. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA 2�"- BY P.O. Box 1504 78-495 tCALLE .TAMPICO LA QUINTA, CALIFORNIA 92253 1\ To: Greg Butler, Building & Safety Manager From: Les Johnson, Director -Planning Permit #: 07-820 BUILDING & SAFETY DEPARTMENT (760) 777-701.2 FAX (760) 777-7011 To CDD: August 08, 2007 Due Date: August 21, 2007 S Status: 3rd Review Building Plans Approval (This is an approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans for the following project: Description: 6 Shell Buildings Komar Desert Center • 825 Address or General Location: 79-715-775-785-835-845 Highway 111 Applicant Contact: Neil Dixon (619)297-0131 x333 The Community Development Department finds that: ❑ ...these Building Plans .do not require Community Development Department approval. ❑ ...these Building Plans are approved by. the Community Development Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please reurn them to the Community Development Department for r view. j�E nya Nf'c `r-0 V-VNA4 •wR- V'v0--C4V47. fig-eJ. John, Director -Planning CITY OF LA QUINTA BUILDING & SAFETY DEPT. 00) DATE BY 07 MEMORANDUM TO: Greg Butler, Building .& Safety Manager FROM: Les Johnson,'Planning Direct DATE: August 24, 2007 RE: Plan check — 6 Shell Buildings @ Komar Desert Center • Trash enclosure elevation shows perforated doors for the enclosure. These should be replaced with solid steel panels or two offset layers in order to properly screen trash dumpsters. • The directional signage, menu boards, and height clearance bar proposed for Starbuck's shall be reviewed as part of the tenant improvement permit., Please note that the sign locations, design of the height clearance bar and location of menu boards shall be reviewed -by the Planning and Public Works Departments. r 1 Type No. Catalog No. GeoScapes Architectural Wall Mounted Luminaire .lob Name Series 3 Low Wattage APPLICATIONS Ideal for Schools, Malls, Office Buildings, Industrial Parks, Hospitals, Sports Complexes, and Commercial Centers. CONSTRUCTION Heavy duty die cast aluminum housing and hinged door. Corrosion resistant Duraplex II Wrinkle Bronze polyester powder coated finish. Optional designer finishes available. See inside back cover of ExceLine catalog. Stainless steel Torx head T25 tamperproof hardware. ELECTRICAL Core/coil HID CWA or HX/HPF Class H(180' C) ballasts. Spring-loaded 4KV pulse rated HID socket -medium base. Electronic HPF 4 -pin PLT ballasts: >.95Pf, <10% THD. Hinged ballast tray with handle. Starting temperature: LX(HPS)-40' F/-40' C, MA(MH)-20' F/-30' C. • Pulse Start compatible. See chart in the Energy Saving Products section. OPTICS Full 90' horizontal cutoff on all distributions. Formed and polished and/or segmented specular aluminum reflectors. TruForm"m prismatic glass or tempered flat glass lens. Type 1, 2, 3, 3X, 4 or 4X distributions. MOUNTING Direct or indirect orientation. Pre -mountable wall box with integral splice chamber. Built-in bubble level for accuracy. Hands-free fixture to wall positioning for wiring. WARRANTY/LISTINGS LIL 1598 wet location listed in either orientation. Published five year limited warranty. OPTIONS & ACCESSORIES — SEE END OF THIS SECTION. 50 to 175 Watt (MA) Metal Halide 50 to 150 Watt (LX) High Pressure Sodium 26 to 42 Watt (HF) Compact Fluorescent 200 Watt Incandescent 8.5" 21.6cm 17" I� 43.2cm 9.25' 23.5cm EPA = 1.1 PHOTOMETRICS — SEE REVERSE SIDE. ORDERING GUIDE EXAMPLE: GS3D51MAL-6 C UO GS= 3= GeoScapes Series 3 Patent Pending Product information is subject to change without notice. 'Voltage is 6(120/277) ballast only. 2Type 3 only. Example: GS3D323HF-6 D= 5= 50(ED17)1 1= MA L See options/ace's 1=120 Down 7= 70(ED17)+ Very Wide Throw (Included and end of this section. 2=208 10=100(ED17)1 Installed) 3=240 u= 15=150(ED17) 2= 4=277 Up 17=175(ED17) Wide Throw 5=480 6=120/277 5= 50(E17) 3= LX 8=120-277 7= 70(E17) Medium Throw 10=100(E17) 15=150(E17) 3X= Medium Throw 26/226/326(PLT)1,2 Maximum HF 32/232/332(PLT)1•2 42/242/342(PLT)1,2 4= Forward Throw 20=200(A) IN 4x= Forward Throw ;ne Maximum ��_� n151G30TETeoeMns c"mna,y 21 11/05 Geo$capesTM Series 3 Low Wattage Values based on 20 foot mounting height Values based 2n 20 foot mounting height 0 z � I L .g x ,a C ° C 0 L C I 0) 3S b : Y LTLNUMBER: 05334 DATE: 08-11-2000 PREPARED FOR: EXCELINE CATALOG NUMBER: GSID172MAL-8 LUMINAIRE: CAST ALUMINUM HOUSING, FORMED SEGMENTED SPECULAR AND HAMMERTONE ALUMINUM REFLECTOR CLEAR PRISMATIC GLASS LENS. LAMP: ONE CLEAR 175W ED17 METAL HALIDE RATED AT 14.000 LUMENS. srlou•r Type 11 SEMI -CUTOFF �\ r .a°— � .e2 OI%tl aI00 e , _ 0 a LTL NUMBER: 05335 0 MUMENE DATE: 08-11-2000 'OS Values based on PREPARED FOR: EXCELINE mounting height t CATALOG NUMBER: GS171MAL-8 'O LTL NUMBER: 05344 LUMINAIRE: CAST ALUMINUM HOUSING, FORMED SEGMENTED SPECULAR AND HAMMERTONE ALUMINUM REFLECTOR. CLEAR GLASS PREPARED FOR: EXCELINE ENCLOSURE. how LAMP: ONE CLEAR 175W ED17 METAL CATALOG NUMBER: GS1D173MAL-8 HALIDE RATED AT 14,000 LUMENS. .o, SHORT z TYPE f • SIAL CUTOFF .2 SPECULAR AND HAMMERTONE - tl SEMI -SPECULAR ALUMINUM SECTION, I .a CLEAR GLASS ENCLOSURE. i 40 HALIDE RATED AT 14,000 LUMENS. SHORT W 2 TYPE III C Oe9 CUTOFF � 0.2a � z.r0 I 0.00 LTLNUMBER: 05334 DATE: 08-11-2000 PREPARED FOR: EXCELINE CATALOG NUMBER: GSID172MAL-8 LUMINAIRE: CAST ALUMINUM HOUSING, FORMED SEGMENTED SPECULAR AND HAMMERTONE ALUMINUM REFLECTOR CLEAR PRISMATIC GLASS LENS. LAMP: ONE CLEAR 175W ED17 METAL HALIDE RATED AT 14.000 LUMENS. srlou•r Type 11 SEMI -CUTOFF �\ r .a°— � .e2 OI%tl aI00 e , _ 0 a o 0 0 MUMENE Values based on 20 foot mounting height t 'O LTL NUMBER: 05344 DATE: 08-18-2000 PREPARED FOR: EXCELINE how CATALOG NUMBER: GS1D173MAL-8 .o, LUMINAIRE: CAST ALUMINUM z HOUSING, FORMED SEGMENTED .2 SPECULAR AND HAMMERTONE ALUMINUM REFLECTOR WITH tl SEMI -SPECULAR ALUMINUM SECTION, CLEAR GLASS ENCLOSURE. LAMP: ONE CLEAR 175W ED17 METAL 40 HALIDE RATED AT 14,000 LUMENS. SHORT W 2 TYPE III C 1 \ / CUTOFF •� 0 O a Lr LI/, r I.Oa— `' ea2.6 I o LTLNUMBER: 05334 DATE: 08-11-2000 PREPARED FOR: EXCELINE CATALOG NUMBER: GSID172MAL-8 LUMINAIRE: CAST ALUMINUM HOUSING, FORMED SEGMENTED SPECULAR AND HAMMERTONE ALUMINUM REFLECTOR CLEAR PRISMATIC GLASS LENS. LAMP: ONE CLEAR 175W ED17 METAL HALIDE RATED AT 14.000 LUMENS. srlou•r Type 11 SEMI -CUTOFF �\ r .a°— � .e2 OI%tl aI00 e , _ 0 a o 0 0 1 _ 0 a a a Values based on 20 foot mounting height t 'O LTL NUMBER: 05344 DATE: 08-18-2000 PREPARED FOR: EXCELINE CATALOG NUMBER: GS1D173MAL-8 .o, LUMINAIRE: CAST ALUMINUM z HOUSING, FORMED SEGMENTED .2 SPECULAR AND HAMMERTONE ALUMINUM REFLECTOR WITH tl SEMI -SPECULAR ALUMINUM SECTION, CLEAR GLASS ENCLOSURE. LAMP: ONE CLEAR 175W ED17 METAL 40 HALIDE RATED AT 14,000 LUMENS. SHORT W 2 TYPE III C 1 \ / CUTOFF •� 0 O a Lr LI/, r I.Oa— `' ea2.6 I o — 2.9Y- 0 .Or I.02 I 2..Y I o z a s rt a OlAbb, oeLone e6t1.M.. C-,,., 22 Product information is subject to change without notice. 'GeoScapes'. " Series 3 Low Wattage a c Q c ' � C o II I e res 5Q. z O P @@ .a I I I >nn I i 1 — — — — — — ` a.7a — J a .o I I I .Qz I I •�1 rx I 4 .na .ol .oz 8.00 .UOG .00 B 0 Values based on 20 foot mounting height - LTL NUMBER: 05345 DATE: 08-21-2000 PREPARED FOR: EXCELINE CATALOG NUMBER: GS1D174XMAL-8 LUMINAIRE: CAST ALUMINUM a HOUSING, FORMED SEMI- SPECULAR ALUMINUM REFLECTOR, CLEAR PRISMATIC GLASS LENS. LAMP: ONE CLEAR 175W E017 METAL HALIDE RATED AT 14,000 LUMENS. f Y3 2 L SHORT TYFE IV G V w1x CUTOFF a 0 " J� I I I .60 I.YS— O 2 1= 2.)3— Q .' }PI .072 1 I I • 02 �1 I I I 2.25 •QOg1. )b O.M 9 U 1 IK 2 J a b 0 Product information is subject to change without notice. 23 I I J vase on O o0. mounting height Values based on 20 foot mounting height • 5 n ) LTL NUMBER.: 05343 J DATE: O8 -1B-2000 LTL NUMBER: 05346 PREPARED FOR: EXCELINE .nz DATE: 08-21-2000 • CATALOG NUMBER: GSID173XMAL-8 PREPARED FOR: EXCELINE LUMINAIRE: AST ALUMINUM CATALOG NUMBER: GS1D174MAL FORMED HOUSING, FORMED SEGMENTED 2 LUMINAIRE: CAST ALUMINUM SPECULARANDHAMMERTONE HOUSING, FORMED SEMI- ALUMINUM REFLECTOR WITH SPECULAR ALUMINUM REFLECTOR, CLEAR SEMI SPECULAR ALUMINUM SECTION, GLASS ENCLOSURE. CLEAR PRISMATIC GLASS LENS. LAMP: ONE CLEAR 175W E017 METAL 1 LAMP: ONE CLEAR 175W E017 METAL HALIDE RATED AT 14,000 LUMENS. 2 1 HALIDE RATED AT 14.000 LUMENS. of Q SHORT ID TYPE III = CUTOFF m P S`HOR7 'TYPE IV CUTOFF a c Q c ' � C o II I e res 5Q. z O P @@ .a I I I >nn I i 1 — — — — — — ` a.7a — J a .o I I I .Qz I I •�1 rx I 4 .na .ol .oz 8.00 .UOG .00 B 0 Values based on 20 foot mounting height - LTL NUMBER: 05345 DATE: 08-21-2000 PREPARED FOR: EXCELINE CATALOG NUMBER: GS1D174XMAL-8 LUMINAIRE: CAST ALUMINUM a HOUSING, FORMED SEMI- SPECULAR ALUMINUM REFLECTOR, CLEAR PRISMATIC GLASS LENS. LAMP: ONE CLEAR 175W E017 METAL HALIDE RATED AT 14,000 LUMENS. f Y3 2 L SHORT TYFE IV G V w1x CUTOFF a 0 " J� I I I .60 I.YS— O 2 1= 2.)3— Q .' }PI .072 1 I I • 02 �1 I I I 2.25 •QOg1. )b O.M 9 U 1 IK 2 J a b 0 Product information is subject to change without notice. 23 I I J I I I F II I I I I I� 0. )a I 6.00 • 5 n ) m%6�oeLone a:��O19t3pNIAf Compory 2: Design: joichim Lepper Type: Project: Catalog Number: • MA ff OCTAGONAL JUNCTION BOX 'OTHERS) CLEAR GLASS CLOSURES XIMUM LAMP: 50W/A-21/CL/120V ANDESCENT OTHERS) MEDIUM BASE SOCKETS DIE CUT RUBBER GASKETS ALUMINUM CONNECTING RUTS WITH WHITE OR TURAL PAINTED ALUMINUM WDER COATED FINISH CUT ALUMINUM FLECTOR RING rH WHITE OR TURAL PAINTED JMINUM POWDER ATED FINISH CAST ALUMINUM SOCKET USING AND BACK PLATE rH WHITE OR NATURAL NTED ALUMINUM POWDER ATED FINISH DIE FORMED ALUMINUM TI -GLARE RING WHITE OR rURAL PAINTED ALUMINUM WDER COATED FINISH CAST ALUMINUM WIRING COMPARTMENT c =nc. T(tesC E'_nl t louis Louis Poulsen Lighting, Inc., 3260 Meridian Parkway, Fort Lauderdale, FL 33331 Telephone: (954) 349-2525 Fax: (954) 349-2550 pZILEISEt1 www.louispoulsen.com a Photometric Report: SAW-2-150W-A21-CL.IES•. Report No.: L3320 Poulson Report No.: SAW-2-150W-A21-CL.IES Luminaire: Saturn Maxi Wall, White Lamp: 2/150W/clear/Incandescent Efficiency: 74.9% Description: All data shown are per 1000 lumens. This report 70 can beused for calculation on all versions listed 85 below. Use only actual lumen data when 90 calculating. Candlepower i Vertical Anale Candela 0 67 5 73 10 78 25 86 40 89 55 85 70 83 85 61 90 59 120 119 150 180 70 60 Coefficients of Utilization - Zonal Cavity Method Zonal Zone Light source 0-30 Lumens 58 % 5.8 7.8 040 100 10.0 13.4 0-60 205 20.5 27.4 0-90 359 35.9 48.0 90-120 162 16.2 21.7 90-130 234 23.4 31.2 90.150 336 33.6 44.8 90.180 0-180 389 749 28.9 74-A 52.0 100.00 Room Cavity Ratio Light source Voltage Finish SAW -MAX 2/26W/32W/42W/CF GX24q-3/4 2/150W/A-21/CL medium 120-277V 120V NAT PAINT ALU WHT 0 80 80 80 80 73 73 73 73 62 62 62 51 51 51 41 41 41 36 1 71 67 63 60 65 61 58 55 51 48 46 41 39 38 33 31 30 26 2 63 57 51 47 58 52 47 43 43 40 36 35 32 30 27 25 24 20 3 57 49 43 38 52 45 39 35 37 33 29 30 27 24 23 21 19 16 4 52 43 36 31 47 39 34 29 33 28 24 26 23 20 20 18 16 13 5 48 38 31 26 43 35 29 24 29 24 21 23 20 17 18 15 13 11 6 44 34 27 23 40 31 25 21 26 21 18 21 17 15 16 14 11 9 7 40 30 24 19 37 28 22 18 23 19 15 19 15 13 15 12 10 8 8 37 27 21 19 34 25 20 16 21 17 13 17 14 11 14 11 9 7 9 35 25 19 1532 23 18 14 19 15 12 16 12 10 12 10 8 6 in 1 32 23 18 13 1 2gJZ_ 18 13_11 14 11 9 11 9 7 5 Design Joachim Lepper Concept Saturn Maxi Wall provides general as well as accent illumination. Both anti -glare rings shield the lamps from view and the Saturn ring reflects the light into the space. Depending on the glass enclosure, the illumination is either soft or distinct. Finish White or natural painted aluminum, powder coated. Material Enclosure: Clear glass or white opal glass. Saturn ring: Die cut aluminum. Anti -glare ring: Die formed alumi- num. Back plate: Die cast aluminum. Mounting Surface: Mounted directly to finished surface over a recessed 4" octagonal junction box. Weight Max. 20 lbs. Label cUL, Wet location. IBEW. incandescent Product code Light source Voltage Finish SAW -MAX 2/26W/32W/42W/CF GX24q-3/4 2/150W/A-21/CL medium 120-277V 120V NAT PAINT ALU WHT Specification notes: Info notes: a. CF variants provided with white opal glass enclosure. I. The comparable EU version has the fallowing classification: Ingress Protection Code: IP44. b. Incandescent variants provided with clear glass enclosure. c. CF variants provided with an universal wattage socket and 120-277V integral electronic ballast. d. Incandescent variants only available in 120V. louls Louis Poulsen Lighting, Inc., 3260 Meridian Parkway, Fort Lauderdale, FL 33331 Telephone: (954) 349-2525 Fax: (954) 349-2550 poulsen www.louispoulsen.corn Saturn Maxi all Design: joachim Lepper Type: Project: Catalog Number: , ..4 v . WALL SURFACE 4" OCTAGONAL JUNCTION BOX (BY OTHERS) (2) WHITE OPAL GLASS ENCLOSURES 7.4" ELECTRONIC BALLAST FOR 120-277V OPERATION c�oJP_a fluorescentj DIE CAST ALUMINUM SOCKET HOUSING AND BACK PLATE WITH WHITE OR NATURAL 7.1 „ PAINTED ALUMINUM POWDER COATED FINISH (2) DIE FORMED ALUMINUM 1— 17.2" DIA ANTI -GLARE RING WHITE OR NATURAL PAINTED ALUMINUM POWDER COATED FINISH DIE CAST ALUMINUM WIRING COMPARTMENT louts Louis Poulsen Lighting, Inc., 3260 Meridian Parkway, Fort Lauderdale, FL 33331 Telephone: (954) 349-2525 Fax: (954) 349-2550 poulsen' www.louispoulsen.com 03-05 MAXIMUM LAMP: 2/26W/CF COMPACT FLUORESCENT (BY OTHERS) (2) DIE CUT RUBBER GASKETS I LAMPHOLDER: (2) GX24q-3/4 (3) ALUMINUM CONNECTING STRUTS WITH WHITE OR NATURAL PAINTED ALUMINUM POWDER COATED FINISH 22.1" \ DIE CUT ALUMINUM REFLECTOR RING WITH WHITE OR' 17.3" NATURAL PAINTED ALUMINUM POWDER COATED FINISH 7.4" ELECTRONIC BALLAST FOR 120-277V OPERATION c�oJP_a fluorescentj DIE CAST ALUMINUM SOCKET HOUSING AND BACK PLATE WITH WHITE OR NATURAL 7.1 „ PAINTED ALUMINUM POWDER COATED FINISH (2) DIE FORMED ALUMINUM 1— 17.2" DIA ANTI -GLARE RING WHITE OR NATURAL PAINTED ALUMINUM POWDER COATED FINISH DIE CAST ALUMINUM WIRING COMPARTMENT louts Louis Poulsen Lighting, Inc., 3260 Meridian Parkway, Fort Lauderdale, FL 33331 Telephone: (954) 349-2525 Fax: (954) 349-2550 poulsen' www.louispoulsen.com 03-05 I Saturn Maxi Wall Photometric Report: SAW-MAX-2-26W-GX24q-3I4.IES r � 0 Report No.: L5518 + i` Poulsen Report No.: SAW -MAX -2 -26W -G X24q-3l4.IES Luminalre: Saturn Maxi Wall, White " Lamp: 2/26 WIG X24q- 314 Efficiency: 51.2% Description: All data shown are per 1800 lumens. This report 201.2 can be used for calculation on all versions listed 48.2 below. Use only actual lumen data when 55 calculating. Candlenower Distribution Verlicalbriale Zone 0-30 Candela 0 6.6 98.4 5 6 116.4 10 439.53 138.6 25 0.90 201.2 40 48.2 196.2 55 13.6 188.4 70 638.38 225.5 85 90.150850.08 241.7 90 46.1 239 120 26.5 268.3 150 28 178.2 180 25 8 Coefficients of Utilization - Zonal Cavity Method Zonal r c Zone 0-30 Lumens 121.07 3.4 6.6 0.40 214.83 6 11.7 0-60 439.53 12.2 23.9 0.90 888.9 24.7 48.2 90.120 488.11 13.6 26.5 90.130 638.38 13.6 26.5 90.150850.08 50 23.6 46.1 90.180 953.72 26.5 51.8 Room Cavity Ratio Specification notes: a. CF variant is provided with white opal glass enclosure. L a b e I b. incandescent variant is provided with cUl, Damp location. IBEW. clear glass enclosure.c. CF variant is provided with one 120-277V integral electronic ballast. d. incandescent variant is only available in 120V. Info notes: 0 55 55 55 55 50 50 50 50 42 42 42 35 35 35 28 28 28 25 1 48 45 42 39 44 41 38 36 34 32 30 27 26 25 21 20 19 16 2 48 38 34 30 39 35 31 28 28 26 23 23 21 19 18 16 15 12 3 38 33 28 25 35 30 26 23 25 21 19 20 17 15 15 13 12 10 4 35 29 24 20 32 26 2219 21 18 16 17 15 13 13 11 10 8 5 32 35 20 17 29 23 19 16 19 16 13 15 13 11 12 10 8 6 6 29 22 18 15 27 21 16 13 17 14 11 14 11 9 10 9 7 5 7 27 20 16 13 25 18 14 12 15 12 10 12 10 8 9 8 6 5 8 25 18 14 11 23 17 13 10 14 11 9 11 9 7 9 7 5 4 9 23 17 12 10 21 15 11 9 13 10 8 10 8 6 8 6 5 4 7 6 4 3 Saturn Maxi Wall provides general as well as accent illumination. Both anti -glare rings shield the lamps from view and the Saturn ring reflects the light into the space. Depending on the glass enclosure, the illumination is either soft or dis- tinct. Finish White or natural painted aluminum, powder coated. Material Enclosure: Clear or white opal glass. Saturn ring: Die cut aluminum. Anti- glare ring: Die formed aluminum. Back plate: Die cast aluminum. Mounting Surface: Mounted directly to finished surface over a recessed 4" octagonal junction box. Weic ht compact fluorescent s p e c i t Ordering example: 1 7 3 Prc?.node Light source Vrli.. SAW -MAX 2/26W/CF Gx24g3/4 120-277V 1 Product code SAW -MAX 2 LigIll t source 2/26W/CF Gx24g3/4a•c 2/15OW/A-21/CL mediumb,d 3 Voltage 120-277V 120V Finish NAT. PAINT ALU. WHT 4 Finish NAT. PAINT. ALU. Max. 20 lbs. Specification notes: a. CF variant is provided with white opal glass enclosure. L a b e I b. incandescent variant is provided with cUl, Damp location. IBEW. clear glass enclosure.c. CF variant is provided with one 120-277V integral electronic ballast. d. incandescent variant is only available in 120V. Info notes: I. The comparable EU version has the following classification: Ingress Protection Code: IP44. Spare parts: Orbiter/Saturn clear glass Orbiter/Saturn white opal glass fouis Louis Poulsen Lighting, Inc., 3260 Meridian Parkway, Fort Lauderdale, FL 33331 Telephone: (954) 349-2525 Fax: (954) 349-2550 poulsen i www.lodispoulsen.com tr 71 A. a I 79715/79775/79785/11�S/79 5/79 35/79 45 HIGHWAY 111Y17 - t � r P.O. BOX 1504 APPLICATION ONLY Building 78-495 CALLE TAMPICO AddressLA QUINTA, CALIFORNIA 92253 s r. Owner Komar Investments, LLC Address 23 Corporate Plaza, Suite 247 City Zip Tel. Newport Beach, CA 92660 (949) 718-4844 0 Zip State Lic. City I & Classif. I Lic. # Arcn., tngr., Designer SGPA Architecture and Planning Address Tel. 1545 Hotel Circle South Stu. 200 San Diego, CA 1 92108 ILic. # C-1716 LICENSED CONTRACTOR'S DECLARATION I hereby affirm 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. 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 P; ofessions 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 r 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 employ any person in any manner so as to become subject to Workers' Compensation Laws of California. e 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 whenproperly 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 L WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST. OCC. GRP = A.P. Legal Description r_ ems►; I Project Description q S zS 3 5 606 o 79 835 L 71,020 01- Sz 798v D 6,5-)0 0? - SZZ Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ -777 F 07-1523 79-775 f 735- o-1-824 79-715 1d6 0-7 -8a o,%/7')9cT: =ic c) /3/ x 33 Estimated Valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by: Validated by:— Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE AMOUNT S • � I • ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by: Validated by:— Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. 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 $0.42 X 66,039 S.F. or $27,736.38 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/Bank of America - Clint Knox Name on the check By Dr. Doris Wilson Superintendent Check No. 417710296 Telephone Funding Commercial LJ v Z. Fee collected /exempted by Shar, n MC $27,736.38 II rey Payment Recd $0.00 � �.e % -,Over/U�der' Signature C r NOTICE: Pursuant to Government Code Section 66020(d)(1), this will se e t notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the wilding 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 if Duplicated Embossed Original- Building Department/Applicant Copy -Applicant/Receipt Copy - Accounting A &Alton of bnperial hrigation District 81-600 Avenue 58 - La Quinta, CA 92253 - www.iid.com HDPD-DDC May 15, 2007 Komar Investments, LLC Attn: Clint Knox 23 Corporate Plaza, Ste. 247 Newport Beach, CA 92660 Subject: Available Short Circuit Current Calculation for Komar Desert Center, for Building B, 79-825 Hwy. 111, & Building C, 79-835 Hwy. 111, La Quinta, CA for a Service Voltage 120/208V, 3 Phase, 2500A Panel. 1 Dear Mr. Knox: The available Short Circuit Current at the secondary terminals of the transformer is 61,200 Amps RMS Symmetrical at 208 volts. This is based upoti the following information: 1) Transformer size: 1000 KVA 2) Transformer impedance: 4% 3) Primary voltage: 7,200/12,470Y volts 4) Secondary voltage: 208 volts `r 5) High -side KVA available: 185,000 KVA •6) Transformer connection: Wye/Wye 7) No motor contribution to fault current.,' Please contact me should you 44vp apy questions, at (760) 398-5820. Tb .Carlos Partida. . Project Manager CP/ms SECPAULT.Ur-KcmarBuildingB&C . , % t f. SGPA ARCHITECTURE ■ PLANNING PROPOSAL REQUEST #5 Komar Desert Center Shop Buildings D, E & F La Quinta, California . SGPA Project No.: 20612-D-01 . SAN DIEGO ■ SAN FRANCISCO Novemberl3, 2007 This narrative is an attachment to the corresponding Proposal Request Form (AIA Document G709) with the same date and project reference. The General Contractor is responsible for reviewing this narrative, together with the referenced documents (drawings, specifications, etc.), and distributing the information to each affected subcontractor. Item No. 1 Lease Spaces D2 & D3 Revisions Ref. Sheet A) Add grease waste line to space D2. P2.1 B) Delete grease waste line from space D3. Item No. 2 Lease Space D4 -Starbucks Revisions Ref. Sheets A) Revise size and type of drive -up window and provide stainless A2.1, A2.3, A2.4, A6.1.1, steel shelf at window. A7.3, MO. 2, M2.1, M2.2, B) Provide 2 light fixtures at the drive -up window. P2.1, E0.1, E0.2, E0.4.1, C) Delete the Telephone Backboard and provide conduit and pull E0.4.2, E2.1 & E2.2 string only. (Relocate telephone stub.) D) Revise location of sign J -boxes and add one more sign J -box at side and back. Dimensionally locate the sign J -boxes. E) Specify Honeywell thermostat. F) Revise grease interceptor vent from 2" to 3", with 3" VTR. G) Provide a 3" diameter sheet metal vent in the roof, for tenant toilets. H) Provide 10" diameter sheet metal penetration in roof, for tenant exhaust fan. 1) Re -circuit 400 amp electrical panel for tenant HVAC and provide (1) 200 amp' electrical panel fed from 400 amp electrical panel. J) Relocate Starbuck's "Thank You" Sign. K) Relocate address numerals. Item No. 3 Lease Space E3 Revision Ref. Sheet A) Add grease interceptor to North exterior side of building and stub P3.1 into space E3. B) Revise water line to 1-1/2". 1545 Hotel Circle South, Studio 200, San Diego, California 92108 David Reinker, AIA . President 619.297.0131 (p) 619.294.9534 (f) www.sgpo.com Y ` Proposal Request #5 Mmar Desert Center November 13, 2007 Page 2of3 Item No. 4 Lease Spaces F1 /F2 — La Salsa Revisions Ref. Sheets A) 'Delete (2) 200 amp electrical panels and provide (1) 400 amp AS1.1, A0.3, A4.1, A4.2, electrical panel. A4.3, A4.4, A4.5, A6.9, B) Delete demising wall between spaces F1 and F2. A7.1, A7.2, M4.1, M4.2, P0.2 C) Delete toilet rooms. P4.1, E0.2, E0.3, E4.1 & E4.2 D) Revise space F2 storefront entrydoor F4, from double doors to single door. Add storefront Type 13. E) Delete suspended ceiling. F) Delete HVAC distribution. G). Delete light fixtures. H) Delete rear door #F9. Provide for future installation. 1) • Revise space F1 water line to 1-1/2". Item No. 5 Lease Spaces F4/F51evisions Ref. Sheets A) Delete demising wall between spaces F4 and F5. AS. 1.1, A0.3, A4.1, A4.2, B) Delete toilet rooms A4.3, A4.4, A4.5, A6.9, C) Delete suspended ceiling. A7.1, A7.2, M4.1, M4.2, P0.2, D) Delete light fixtures. P4.1, E0.2, E4.1 & E4.2 E) Delete drywall. F) Delete electrical outlets. G) Relocate electric panel F5. H) Delete HVAC distribution 1) Delete rear door #F19. Provide for future installation. J) Revise space F4 storefront entry door F2, from double doors to single door. Add storefront Type 13. Item No. 6 Canopy Column Ref. Sheet A) Clarify canopy column construction, per Details 27 & 28. . A8.4 B) Clarify pre -cast concrete cap, per Detail 29. C) Clarify light fixture connection, per Detail 30. D) Clarify base construction, per Detail 20. Item No. 7 Miscellaneous Details Ref. Sheets A) Add angle to Detail 17/A8.3. A8.3, A8.4 & A8.6 B) Clarify number of bolts at Detail 24/A8.4. C) Add Seismic Joint Detail 16/A8.6. Proposal Request #5 • 'f'omar Desert Center "''November 13, 2007 Page 3of3 f Item No. 8 RTU electrical Revisions Ref. Sheets A) Revise circuiting for,electrical outlets and smoke detectors from E2.3 & E4.3 house panel to lease space panel, at all RTU's (all buildings). (Sheets E3.3 & E5.3 not included) Item No. 9 Title — 24 Forms Ref. Sheets A) Added 3 new sheets to update Title 24 information for buildings TS -1, E0.8, E0.9 & E0.10 D, E & F. F:\2006\20612 -1g 111 \D-01 \Ca\Pr's\No5Attch.doc John R. Hawkins Fire Chief Proudly serving the Unincorporated Areas of Riverside County and the Cities of - Banning Beaumont 4. Calimesa . Canyon Lake .;. Coachella Desert Hot Springs Indian Wells 4. Indio Lake Elsinore La Quinta 4. Moreno Valley Palm Desert .• Perris 4. Rancho Mirage ev San Jacinto Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jim Venable, .District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT ' In cooperation with the ` California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (909) 940-6900 • Fax (909) 940-6910 June 5, 2007 Neil Dixon SGPA Planning & Architecture 1545 Hotel Circle Suite 200 San Diego, Ca. 92108 Re: Building Plan Review Komar Desert Center 79-825 Highway 111 Buildings B, C, D. E, F, H Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. J 1) These conditions are for a shell building and will receive a shell final only. No fire and life safety clearance will be issued for a tenant space until the specific occupancy classification has been established and tenant improvement plans have been'reviewed and conditioned by the Riverside County Fire Department. 2) Fire Department approval is based upon the 2001 CBC requirements for Group B occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy per Sec. 307 of the 2001 CBC. 3) Repair work and/or maintenance using open flame equipment, welding or the use of Class I, II, or III -A liquids are prohibited. 4) A combination of on-site and off-site Super wet barrel fire hydrants (6" x 4" x 21/2" x 21/2'), on a looped system shall be located not less than 25' or more than 165' from any portion of the buildings as measured along approved vehicular travel ways. The required fire flow shall be available from any adjacent hydrants in the system. The following conditions must be met prior to occupant. t 5) Fire sprinkler system plans for the tenant improvement area must be submitted to the Fire Department for review, along with a plan/inspection fee. A licensed C-16 contractor will have to Submit plans for review and approval and modify the fire sprinkler system in accordance with NFPA 13, 1999 Edition. A licensed C-16 contractor shall do all sprinkler work and certification. The approved plans, with Fire Department Job card must be at the job site for all inspections. 6) As may be necessary to maintain proper fire sprinkler protection due to constructions changes, fire sprinkler system plans for the tenant improvement area may be required to be submitted to the Fire Department for review, along with a plan/inspection fee. The sprinkler system will have to be modified and designed in accordance with NFPA 13, 1999 Edition. A licensed C-16 EMERGENCY SERVICES DIVISION • PLANNING SECTION . INDIO OFFICE 82-675 Highway 111, 2n° FI., Indio, CA 92201 . (760) 863-8886 • Fax (760) 863-7072 contractor shall do all sprinkler work and certification. The approved plans, with Fire Department Job card must be at the job site for all inspections. 7) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. I Buildings/facilities 8) Provide either a separate Knox Key Lock box, Model 4400, 3200 or 1300, mounted per recommended standard of the Knox Company or provide key(s) for inclusion in the general building Knox Box. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Knox Box. This form must be authorized and signed by this office for the correctly coded system to be purchased. 9) Provide keys to the tenant space for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 10) If the building/facility is protected with a fire alarm_ system or burglar alarm system, the lock boxes will require "tamper" monitoring. 11) If the facility requires Hazardous Materials Reporting (Material Safety Data sheets) the Knox Haz Mat Data and Key Storage Cabinet, Model 1220 or 1300 with tamper switches shall be used. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock box will require "tamper" monitoring. Other reouirements: 12) Directory display boards will be required adjacent to each roadway access to the development. These shall be an illuminated diagrammatic representation of the actual layout that shows the name of complex, all streets, building designators, unit numbers and fire hydrant locations within the complex. These directories shall be a minimum of 4' x 4' in dimension. Addressing of buildings and units shall conform to the Riverside County Addressing Policy. Additional information and details may be obtained by contacting the Fire Department Planning staff. 13) Install panic hardware and exit signs as per Chapter 10 of the 2001 CBC. 14) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware and as noted on Sht. of the building plans. ' I 15) Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane painting and/or signs. 16) Certain designated areas will be required to be maintained as fire lanes. 17) Install portable fire extinguishers per Title 19, but not less than 2A10BC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. 18) If the building is used for high piled/rack storage, the building construction and fire sprinkler system must meet 1999 NFPA 13 and Article 81 of the 2001 CFC. EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 19) Shelving, counters, etc:, must be in place, however, no merchandise may be placed in the building prior to inspection. 20) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. In multi -tenant buildings, businesses shall post the business name and suite number on back doors as well as the front. Suite numbers or letters must be a minimum of 6" in height. All addressing must be legible and of a contrasting color with the background and adequately illuminated to be visible from the street at all hours. , - 21) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. 22) Room capacity shall be posted in a conspicuous place on an approved sign near the main exit from the room. 23) A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a contrasting background. I ' Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. i Applicant/installer shall be responsible to contact the Fire Department to schedule inspections Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. All questions regarding the' meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, i Tracy Hobday Chief Fire Department Planner By- i /Bb Sonia Cooley rich Fire Safety Specialist ; ms Inspector 4 EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 1 82-675 Highway 111, 2nd A., Indio, CA 92201 9 (760) 863-8886 • Fax (760) 863-7072 I SHEET 3 or 3 MEETS IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE. STATE OF CALIFORNIA PARCELMAP NO.33960 5zz6. c BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST OUARTER OF SECTION 29 TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. CL 2 L JERRY L USELTON, LS. 5347 FUSCOE ENGINEERING. INC. . _e -CA HeGHiYAY III RIV CO, FLE MOL 204-M STATE HOMWAY M CENTER SECTION LINE SM 20. t 5 S. R. 7 E b '7 M71. :? Wo�_j 6L' 3M-33' 0019 "9;'3 Lj ap F Kw. -L 3 7 - - - UL 5. ' PARCEL 8 PAR Lq C 210S NOWSME-297.SF NB9SB'OIt mw SEE-OffrAL V BELOW W3W4rW 6"r PARCEL 4 1164 AG A I NOOWOI'E 67.40' PARCEL 3 6.185 AC. d 0 100" V 50' 100' 0 GRAPHIC SCALE. 117, - 100' FOR BASIS OF KARIMCS, MOMAENT NOTM BOUNDARY ESTAIXJSII�ENT AND EASEMENT MOTM "'EET' RECIPROCAL ACCESSES TO ANKCINT PROPERTIES AT A REASONABLY FEAMX LOCATM ALow THE INESTEMINI AND EAS BOLINCARY. TOIBE DETERMINED BY THE PUBLIC WORKS DIRECTOR F AND WE /l THAT 9" RECIPROCAL PROMOTES GOOD TRAFTIC CPCLAA71ON AND DGICST.--F�r.�" LETTER LOTS V' AND %' ARE NOT SEPARATE OLRDE14 THE KOMAiI DESERT C047ER MWEM FUMME JAMT PRWERIIES HAS BEEN ESTAKISHEO, THE CIT' DMM!ER MAy BLRDNC SITES AND ARE RESERVED HEREON FOR DETERMINE THAT SAID RECIPROCAL OR ACCESSES ARE NOT WAkRANIED AAM WALL MM A WRIrTF.4 NOTICE • UTILITY ROPOSES, SLOPES. LANDSCAPE MAINTENANCE AND KOX PARCEL 16.598 AQ / /jr rlrW wavurn-w 2"jw PARCEL 2 L 4 ACG 0.599 AC. WORESS AM EORIM RIGHTS OVER PARCEL I ARE RESERVED HEREON N FAVOR OF PARCELS Z 3 AND 4, Imm I CA mmy III mv OIL ftE wo, w4 -EIB z WITER SECTION LINE SIM 2k T. 5 S. P 71?r&T3m"T'bKl?l STATE HKMAY 1H '00 PARCEILA7 040MAY" 0257 AC. l-_X89TI9O;4 80.71' 2�M I or, P KOWCOE'455,03' PARCEL 23LOX C 0.578 AQ 297JW rL2 L4 Vi��ICEL 5MON' OLI PARCEL 4. DETAIL T* PARCEL 8 MAE- I d I I 1UV=\2X12-M1WM\A.0 q pm mft rom o4 2007 pmw ex M.1 am �v KOMAR DESERT CENTER — SHOPS e Q '- A Hghway 'M and Jefferson, La ChMta, CA 92253 $� -� KOMAR INVESTMENTS, LLC pg ,. j A 23 Corporate Plaza, Ste. 247 Newport Beach, CA 92660 i KOMAR DESERT CENTER — SHOPS e Q '- A Hghway 'M and Jefferson, La ChMta, CA 92253 $� -� KOMAR INVESTMENTS, LLC pg ,. j A 23 Corporate Plaza, Ste. 247 Newport Beach, CA 92660 M LWdDad All WIM "3Lro 'Wl '69 NIXLO35.J0 tl3LbVnD M3Nl0OS DU JO URWAD 1SY3 tLn05 id Jo J1VM WON 3NL JO J'IVH 141,4014 3141 JO MM A*RMUWS 3141 SV a31Sn IM . 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BOX 1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLE TAMPICO (760) 777-7012 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 To: Greg Butler, Building & Safety Manager To CDD: November 21, 2007 From: Les Johnson, Director -Planning Due Date: November 30, 2007 Permit #: 07-3003 Status: 1St Review Building Plans Approval (This is an approval to issue a Building Permit) The Planning Department has reviewed the Building Plans for the following project: Description: T.I Revisions Address or General Location: Applicant Contact: 79-845/875/885 Highway 111 Neil Dixon (619)297-0131 The Planning Department finds that: ❑ ...these Building Plans do not require Planning Department approval. ...these Building Plans are approved by the Planning Department. ❑ - ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please reC rn them to the Planning Department for review. L/11-01 Johrp(oEVDirector-Planning John R. Hawkins Fire Chief RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 77-933 Las Montanas Rd., Suite 201 • Palm Desert, California 92211 • (760) 863-8886 • Fax (760) 863-7072 Proudly serving the December 31, 2007 unincorporated areas of Riverside County and the Komar Investments Cities of: Neil Dixon Banning 1545 Hotel Circle South #200 Beaumont San Diego, Ca. 92108 Calimesa (619)297-0131 Canyon Lake Coachella Re- Building Plan Review I Komar • LAQ-07-BP-043-044043 Desert Hot Springs. Indian welts Fire Department personnel have reviewed and approved the plans you submitted :for the above Indio' referenced, project Please be advised the following conditions apply as a part of the conditions for Lake Elsinore the issuance of a building permit La Quinta '•'1) These conditions are for a shell building and will receive a shell final only. Nofire and life safety Moreno Valley =• clearance will be issued fora tenant space until the specific occupancy classification has been Palm Desert .; established and tenant improvement plans have been reviewed and conditioned by the Riverside Perris County Fire Department Rancho Mirage San Jacinto 2) Fire Department approval is based upon the 2001 CBC requirements for Group B occupancies. Temecula It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy per Sec. 307 of the 2001 CBC. Board of Supervisors Bob Buster, 3) Repair work and/or maintenance using Open flame equipment, welding or the use :of Class 1, ll, or District 1 III -A liquids are prohibited. John Tavaglione, District 2 4) The Fire Department is required to set a minimum fire flow for :the remodel or construction of all Jeff Stone, District 3 commercial buildings using the procedure established in the 2001 CFC. Afire flow of 2500 gpm Roy Wilson, . for a 2 -hour duration at 20 psi residual operating pressure must be available `before any District 4 combustible material is placed on the fob site. Marion Ashley, District 5 ' 2300 Market Street, Suite 150 • Riverside, California • (951) 955-4777 • Fax (951) 955-4886 39493 Los Alamos Road, Suite A • Murrieta, California 92563 • (951) 600-6160+ Fax (951) 600-6164 fir, 5) The fire flow required is based on the applicant/developer providing 1 hour fire resistive wall where.all compartments shall not exceed 3,600 square feet. 6) The required fire flow shall be available from a Super hydrant(s) (6" x 4" x 21/2" x 21/2") located not less than 25' or more than 165' from any portion of the building(s) as measured along approved vehicular travel ways. 7) A combination of on -.site and off-site Super wet barrel fire hydrants (6" x 4" x 21/2" x 2%"), on a looped system shall be located not less than 25' or more than 165' from any portion of the buildings as measured along approved vehicular travel ways. The required fire flow shall be available from any adjacent hydrants in the system. 8) Prior to the issuance of a building permit, applicant/developer shall furnish one blueline copy of the water system plans to the Fire Department for review. Plans shall conform to the fire hydrant types, location and spacing, and the system shall meet the fire flow requirements.. Plans must be signed by a registered Civil Engineer and/or the local water company with the following certification: "I certify that the design of the water system is in accordance with the requirements prescribed by the. Riverside County Fire Department". 9) Provide written certification from the appropriate water company that hydrants will be installed and will produce the required fire flow. 10) The existing water mains and fire hydrants will provide sufficient fire protection for the proposed project. The following conditions must be met prior to occupancy: 11) Install a complete fire sprinkler system per NFPA 13. The post indicator valve and fire department connection shall be located to the front within 25' to 50' of a hydrant, and a minimum of 25' from the building. System plans must be submitted to the Fire Department for review, along with a plan/inspection fee. The approved plans, with Fire Department Job card must be at the job site for all inspections. (Fire sprinkler riser location should be placed within the building in relation to the approved location of the FDC/PI V.) 12) Commercial and industrial occupancies, speculative use buildings, (Spec Buildings) with potential for high -piled storage (HPS) and/or wherein no specific use has been identified at time of plan review submittals, the fire sprinkler design density shall be a minimum density of .45 GPM/square foot for a 2,000 square foot design area. Fire sprinkler heads shall be 268°F for these building areas. 13) Fire sprinkler system plans for the tenant improvement area must be submitted to the Fire Department for review, along with a plan/inspection fee. A licensed C-16 contractor will have to submit plans for review and approval and modify the fire sprinkler system in accordance with NFPA 13, 1999 Edition. A licensed C-16 contractor shall do all sprinkler work and certification. The approved plans, with Fire Department Job card must be at the job site for all 2300 Market Street, Suite I50 • Riverside, Califomia • (951) 955-4777 • Fax (951) 9554886 39493 Los Alamos Road, Suite A 9 Murrieta, California 92563 • (951) 600-6160 • Fax (951) 600-6164 7 inspections. 14) As may be necessary to maintain proper fire sprinkler protection due to constructions changes, fire sprinkler system plans for the tenant improvement area may be required to be submitted to the Fire Department for review, along with a plan/inspection fee. The sprinkler system will have to be modified and designed in accordance With NFPA 13, 1999 Edition. A licensed C-16 contractor shall do all sprinkler work and certification. The approved plans, with Fire Department Job card must be at the job site for all inspections. 15) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. 16) Install a monitoring system designed in accordance with NFPA 72, which must include a water flow monitor, control y valve tamper and continuous monitoring service. System plans must be submitted to the Fire Department for review, along with a plan check/inspection fee. 17) Install an alarm monitoring system for fire sprinkler system(s) with 100 or' more heads (20 or more in Group I, Division 1.1 and 1.2 occupancies). Valve monitoring, water -flow alarm and trouble signals shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station in accordance with 2001 CBC, Sec. 904.3.1. An approved audible sprinkler flow alarm shall be provided on the exterior in an approved location and also in the interior in a normally occupied location. A C-10 licensed contractor must submit plans, designed in accordance . with NFPA 72, 1999 Edition, to the Fire Department for review and approval prior to installation. 18) Install a Manual and Automatic Fire Alarm per NFPA 72, which must include initiation by manual pull, any automatic device and activation of.fire sprinkler water flow. System shall include occupant notification by audio/visual devices, and detectors in all unattended spaces. System plans must be submitted to the Fire Department for review, along with a plan check/inspection fee. - 19) Install a system to provide interior notification within each unit upon activation of the fire sprinkler system. Plans must be submitted to the Fire Department for review, along with a plan check/inspection fee. Buildings/facilities 20) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 21) Provide either a separate Knox Key Lock box, Model 4400, 3200 or 1300, mounted per recommended standard of the 2300 Market Street, Suite 150 • Riverside, California • (951) 955-4777 • Fax (951) 955-4886 39493 Los Alamos Road, Suite A • Murrieta, California 92563 • (951) 600-6160 • Fax (951) 600-6164 Knox Company or provide key(s) for inclusion in the general building Knox Box. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Knox Box. This form must be authorized and signed by this office for the correctly coded system to be purchased. 22) Provide keys to the tenant space for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 23) If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. 24) If the facility requires Hazardous Materials Reporting (Material Safety Data sheets) the Knox Haz Mat Data and Key Storage Cabinet, Model 1220 or 1300 with tamper switches shall be. used. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock box will require "tamper" monitoring. Other requirements: 25) Directory display boards will be required adjacent to each roadway access to the development. These shall be an illuminated diagrammatic representation of the actual layout that shows the name of complex, all streets, building designators, unit numbers and fire hydrant locations within the complex. These directories shall be a minimum of 4' x 4' in dimension. Addressing of buildings and units shall conform to the Riverside County Addressing Policy. Additional information and details may be obtained by contacting the Fire Department Planning staff. 26) Rolling door in area separation wall must be self-closing. (Fusible link type) 27) Install panic -hardware and exit signs as per Chapter 10 of the 2001 CBC. 28) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware and as noted on Sht. of the building plans. 29) Install floor level exit signs as per the 2001 CBC. 30) Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane painting and/or signs. 31) Certain designated areas will be required to be maintained as fire lanes 32) Install portable fire extinguishers per Title 19, but not less than 2A10BC in rating. Contact a certified extinguisher 2300 Market Street, Suite 150 • Riverside, California • (951) 955-4777 • Fax (951) 955-4886 39493 Los Alamos Road; Suite A • Murrieta, California 92563 • (951) 600-6160 9 Fax (951) 600-6164 I ompany for proper placement and spacing of equipment. 33) If the building is used.for high piled/rack storage, the building construction and fire sprinkler system must meet 2002 NFPA 13 and Article 81 of the 2001 CFC. 34) This building has not been reviewed or approved for high pile/rack storage. Prior to such use, building(s) shall be approved for high -piled storage (materials in closely packed piles or on pallets, or in racks where the top of storage exceeds 12 feet in height, 6 feet for Group A plastics and certain other hazardous commodities) or aerosols products. High -piled and aerosol stock shall be approved by the Fire Department prior to materials being stored on site. A licensed Fire Protection Engineer or a Fire Department approved consultant must prepare plans for high -piled storage or aerosol storage in accordance with the 2001 CFC, Articles 81 and NFPA 13, 1999 Edition. Current plan check deposit based fee is $696.00. . 35) Shelving, counters, etc., must be in place, however, no merchandise may be placed in the building prior to inspection. 36) The Fire Alarm System plans submitted with this plan are not a part of this plan review 37) All fire sprinkler systems, fixed fire suppression systems and alarm plans must be submitted separately for approval prior to construction. Contractors should contact the Planning & Engineering office for submittal requirements. 38) Fire doors shall be activated by the activation of the Fire Alarm system. 39) Submit to the Fire Department for approval an emergency evacuation plan. The plan shall be conspicuously posted, and ail employees shall be trained in such procedures. 40) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. In multi -tenant buildings, businesses shall post the business name and suite number on back doors as well as the front. Suite numbers or letters must be a minimum of 6" in height. All addressing must be legible and of a contrasting color with the background and adequately illuminated to be visible from the street at all hours. 41) Approved building address shall be placed in such a position as to be plainly visible and legible from the street. Said numbers shall contrast with their background. 42) Approved building address or suite/unit number shall be placed in such a position as to be plainly visible. Said numbers shall contrast with their background. 43) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. 44) Room capacity shall be posted in a conspicuous place on an approved sign near the main exit from the room. 2300 Market Street, Suite 150 • Riverside, California • (951) 955-4777 • Fax (95 l) 955-4886 39493 Los Alamos Road, Suite A • Murrieta, California 92563 • (951) 600-6160 9 Fax (951) 600-6164 45) A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a contrasting background. 46) No inspections will beperformed until Riverside County Fire Department staff has approved the corrected plans. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)863-8886. All questions regarding the meaning of these conditions should.be referred to the Fire Department Planning & Engineering staff at (760)863-8886. Sincerely, Colleen E. Estrada Fire Safety Specialist HAPEAGENERALWORMSkSuilding Plan Chack.doc i 2300 Market Street, Suite 150 • Riverside, California • (951) 955,4777 • Fax (951) 955-4886 39493 Los Alamos Road, Suite A • Murrieta, Califomia 92563 • (951) 600-6160 • Fax'(951) 600-6164 Nov 28 07 01:30p John R. Hawkins Fire Chief Proudly serving the unincorpnrated areas of River,idc County and the Cities of. Banning Beaumont Calimesa 0. Canyon Lake -I.- Coachella yCoachella Desert Hot Springs Indian Wells Indio Lake Elsinore La Quinta Moreno Valley Palm Desert Perris Rancho Mirage Son Jacinto Temecula Board of Supervisors Bob Buster, District I John Tavagiione. District 2 Jeff stone, District 3 Roy Wilson, District4 -Marion Astley, District 5 P.6 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of f=orestry and Fire Protection 77-933 Las Montanas Rd:, Suite 201 • Palm Desert, California 92211 • (760) 863-8886 • Fax (760) 863-7072 November 27, 2007 Komar Properties 23 Corporate Plaza #247 Newport Beach.' Ca. 92660 (949) 718-4844 Re: Water System Plan Review / On Site Water Plans PM339601 Komar Desert Center The above referenced water plans have been reviewed and are acceptable by the Riverside County Fre Department The CountyF/re Department must witness the following Pests: 1. A hydrostatic test of 200 -psi pressure for two (2) hours or at 50 psi In excess of the maximum static pressure when it ls'in excess of 150 psi shall be witnessed by a fire inspector prior to covering piping joints. 2. System flush inspection. 3. A final inspection is required. Blue retro -reflective pavement markers shall be mounted on private streets, public streets and driveways to indicate location of Fre hydrants. The required water system including fire hydrants shall be installed and accepted by the appropriate water agency prior to any combustible building material being placed on an individual lot/construction site., All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (951) 955-4777. Sin ed Colleen Estr a Fire Safety Specialist 2300 Market Street, Suite 150. Riverside, California •.(951) 955-4777 • Fax (951) 955-4886 39493 Los Alamos Road. Suite A • Murrieta, California 92563 • (951) 600-6160 • Fax (951) 600-6164 PROPOSAL ,,REQUEST AIA DOCUMENT G709 OWNER ARCHITECT [] CONTRACTOR [] FIELD OTHER PROJECT: Komar Desert Center (name, address) 79-845/875/885 Highway 111 La Quinta, California OWNER: Komar Investments, LLC TO: (Contractor) The Bergman Companies 4300 Edison,Avenue Chino., California 91710 PROPOSAL REQUEST NO: 5 DATE: November 19, 2007 ARCHITECT'S PROJECT NO: 20612-D-01 CONTRACT FOR: Shop Buildings D, E & F CONTRACT DATED: Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOTA CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: (Written description of the Work) See attached. Attachments: (List attached documents that support description) TS -1, AS1.1, A0.3, A2.1, A2.3, A2.4, A4.1, A4.2, A4.3, A4..4, A4.5, A6.9 - , A6.11, A7.1, A7.2, A7.3, AB.3, A8.4, A8.6, M0.2, M2.1, M2.2, M4.1, M4.2, P0.2, P2.1, P3.1 P4.1, E0.1, E0.2, E0.3, E04.1, E04.2, E0.8, E0.9, E0.10, E2.1, E2.2, E2.3, E4.1, E4.2 & E4.3 ARCHITECT: SGPA ARCHITECTURE AND ING BY: . Michael Ashor, Construction Administrator AIA'DOCUMENT G709 • PROPOSAL REQUEST • APRIL 1970 EDITION • AIAO • © 1970 • THE ONE PAGE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 0% Earth Systems 1� Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92203 (760) 345-1588 (800) 924-7015 FAX (760) 345-7315 August 9, 2007 File No.: 07762-04 07-08-735 T Komar Investments 5581 Daniels Street, Unit A Chino, California 91710 i Attention: Mr. Zaven Hanessian Subject:. Precise Grading of Pads A, B, C, D, E, F, G, H and J Project: Southwest Corner of Highway 111 and Jefferson Street Commercial Development La Quinta, California Reference: 1. Earth Systems Southwest, Design -Level Geotechnical Engineering Report, La Quinta Commercial Park, SWC Highway 111 and Jefferson Street, La Quinta, California, File No.: 07762-02, Document No.: 06-03-821, dated March 22, 2006. 2. Earth Systems Southwest Final Report of Testing and Observations Performed during Grading, Commercial' Development near the Southwest Corner of Highway 111 and Jefferson Street, La Quinta, California, File No.: 07762-04, Document No.: 06-08-837, dated August 31, 2006. The purpose of this letter is to provide a written verification to the City of La Quinta that the precise grading of the building pads has been completed. During the precise grading testing was performed to verify compaction of the fills as placed. A formal report of testing and observations will be coming within the next 7 days. If you have any questions please contact us at (760) 345-1588. Respectively submitted, EARTH SYSTEMS SOUTHWEST Reviewed and A ESS�pN k,Q�O QP'�G S. <2 CE 38234 Z Phillip D. Clanton Craig S. Hill dP 03/31/09 Supervisory Technician CE 38234 �• civtlr .,P q�OF CAUFeP. Letter/pdc/rvg Distribution: 4/Komar Investments 1/RC File .2/BD File 04/30/2007 ION 12;35 FAI 760 777 7155 City of La Quinta Pub,Wk X002/004 CitV of La Quinta - PM 10 Pro'ect information 0< 1 aceer Lot or Infill Pro ect Pae 1 of 3 Form updared & effective 8/25/2005 Project, Information Project Contractor: } : The Bergman Companies Project Phase Project Phase .Project -'Name: (Check One): Komar. Desert Center Project Tract ® Construction _ Number: ❑ Demoiltlon Lot Number(s): Parcel No. 33-960 Expanded PM 10 plans for commercial and residential developments > 1 acre are required by the City of Le Quinta. Anticipated Start Date: Anticipated Completion: Project Street Address: 79-815 HWY. 111, La Quinta, CA Total acres in active construction (<1 acre per Lot): Project Contact Information Please Note: Dust control is required 24hours 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: v R. 2 Title: Company Name: Mailing Address:4.27 00 s . ` City: State: A Zip Code: fr Primary Telephone Number: ..,' W-7 Fax: . 09 Z - G7Ar 2 24 Hour Access/Emergency q ?j�7-- i Phone: . Cell Phone: j 3 _ gcj.z,c i PM10 Certificate Number: &1 D Expanded PM 10 plans for commercial and residential developments > 1 acre are required by the City of Le Quinta. 04/30/2007 MON 12,35 FAX 760 777 7155 City of La Quinta Pub,Wk R003/004 PM 10 < 1 acre Per Lot or' Infill Project Fu hive Dust Control Plan ' Pa e 2 of 3 Plan updated & effective 8/25/2005 This plan shall take into account applicable SCAQMD Rule 403 regulations. Training may be obtained by contacting SCAQMD (Sharon Zamora - Phone: (909) 396.2183), This plan shall consist of the following action items: WA-TERING:—Continuous=-watering-is-required-to-prevent-dust and must occur a M _ nimum of 4 times dally. Water shall be applied to dry soils to stop: • Visible dust emissions over 20% opacity • Visible dust emissions that travel over 100 feet. • Water source % hch water meter at front (south) side of pad. 13UCATIOW: Responsible Dust Control individual and key personnel shall attend SCAQMD PM10 class and obtain PM10 certificate number prior to construction activity. WEATHER MONITORING: Wind predictions shall be monitored. 44 SIGNAGE: Use Coachella Valley Fugitive Dust Control Plan Handbook Construction Site 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 or sprinklers. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. (16 mph maximum traffic speed). ❖ PARKING: Parking is not allowed on the pad. All vehicles must park on street (at designated areas only). •=• TRACK OUT: Provide 24 hour street cleaning and track out system as approved -by City Public Works Inspectbr. (No dirt on public or private roads). Track out shall be cleaned up within one hour of incident. :• DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements: Piles shell be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. FENCING: Provide PM10 fencing at perimater of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either. side If HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. ❖ EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. EXCAVATION MEASURES: All areas to be excavated or .graded shall be pre -watered. Water shall be applied during excavation or grading operations also. DUMP TRUCKS: Open top dump trucks to be wet down, moist and tarped prior, to leaving site. ✓� INACTIVE SiTE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. M LTJ 04/30/2007 MON 12; 35 FAX 760 777 7155 City of La Quinta Pub,fi f 0091004 City of La Quinta - Site S ecific Construction Phase PM 10 regiment Agreement updated & effective 812512005 P"L3 3 of 3 The slanature of the oroaerty owner inr authorized ret-resentative): ❖ Shall act as his/her acknowledgement of dust control requiremenzs—and their—enforceat►ility.;_ pursuerit=to=AQMD=RuIes-403-and=403:1; Shall constitute and agreement to comply with all project conditions as identified in the approved dust control plan; he ro _erty owner (or authorized represenfative): . ❖ Acknowledges that dust control is required 24 hours a day, 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; 4• Shall take all necessary precautions to minimize dust, even If additional measures beyond those listed In the dust control plan are necessary; `• 'Shall authorize representative of the City/County to enter upon the above mentioned property for inspection and/or abatement purposes; and ❖. Shall hold harmless the City/County acid Its representatives from liability for any actions related to this dust control plan or any City/County initiated abatement activities. 1 Signature of Propertlt'Mvner or Authorized Representative Printed Name "PM -6 -MV- OP Title Company Idle) Date 30=DA Y TEMPORARY Certificate of Occupancy EXPIRES-JUNE 09,2008 T'aJ'4,(k'QuGifa Building & Safety Department This Temporary Certificate, issued pursuant to the requirements of Section 109 of the California Building Code, and with the concurrence of the Public Works Department and Community Development Department, certifies that the SHELL BUILDING, at the time of issuance, was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 79-825 HIGHWAY 111 (BUILDING °B") Use classification: COMMERICAL Occupancy Group: B & M Owner of Building: KOMAR INV Building Official Type of Construction: TYPE V-N Building Permit No.: 07-820 Land Use Zone: CR Address: 23 CORPORATE PLZ STE 247 City, ST, ZIP: NEWPORT BEACH, CA 92660 By: STEVE TRAXEL Date: MAY 09, 2008 PLACE