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05-3264 (CSCS)tr P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Td�p 4 4a" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 05-00003264 Property Address: 79680 HIGHWAY 111 APN: 649-020-014-4 -31143 - Application description: NEW COMML - STORES & CUSTOMER SERVICE Property Zoning: REGIONAL COMMERCIAL Application valuation: 435120 Applicant: I.l V Architect ^or Engineer: N V\ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and fessionals Code, and my License is in full force and effect. License Class: B se No.: 801773 Dat �6 OAP Contractor: OWNER -BUILDER DE RA N I hereby affirm under penalty of perjury that I am exempt from the Con or'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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/16/06 Owner: DUNES BUSINESS PARK LLC, THE -ems 3550 W 6TH ST STE 400 LOS ANGELES, CA 90020 Lr�� JUN 2 0 20'J6 Contractor: BISHOP BUILDERS INC CITY OF LAi1t%1lb� P.O. BOX 1746 FINANCEifE�i __ KETCHUM, ID 83340 (760)218-5801 Lic. No.: 801773 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 ii Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 01641941-2005 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation -provisions of Section / 3700 of the haborEede'J-,i�all aoJuuth caEnply with those provisions. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO AGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FIN UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws rela ' constrdI!Vt7rr, ea ereby authorize representatives of this co (ty to//enter upon the a ove-mentioned er spection pur oses. D IY 1�Y Sig, ig re (Applicant or Agent): LQPERMIT Application Number . . . . . 05-00003264 - Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1815.50 Plan Check Fee 1180.08 Issue Date . . . . Valuation . . . . 435120 Expiration Date 12/13/06 Qty Unit Charge Per Extension BASE FEE 639.50 336.00 ---------------------------------------------------------------------------- 3.5000 THOU BLDG 100,001-500,000 1176.00 Permit . . . MECHANICAL Additional desc . Permit Fee 105.00 Plan Check Fee 26.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/12;06 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 9.0000 EA MECH FURNACE <=100K 45.00 5.00 ---------------------------------------------------------------------------- 9.0000 EA MECH B/C <=3HP/100K BTU 45.00 Permit . . . ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 190.00 Plan Check Fee 47.50 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 8750.00 ---------------------------------------------------------------------------- .0200 ELEC GARAGE OR NON-RESIDENTIAL 175:.00 Permit . ._. PLUMBING Additional desc . . Permit Fee . . . . 184.50 Plan Check Fee 46.13 Issue Date . . . . Valuation 0 Expiration Date 12/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 3.00 6.0000 EA PLB ROOF DRAIN 18.00 5.00 3.0000 EA PLB WATER INST/ALT/REP 15.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 5.00 7.5000 EA PLB OTHER BACKFLOW <=2 INCH 37.50 LQPERMIT Application Number . . . . .. 05-00003264 Permit . . . . . . PLUMBING Qty Unit Charge Per Extension 5.00 15.0000 EA PLB GAS METER ---------------------------------------------------------------------------- 75.00 Permit . . . GRADING PERMIT Additional desc Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date 12/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 ------------------------- -------------------------------------------------- Special Notes and Comments SHELL BUILDING "C" 8,750 SF TYPE V-N CONSTRUCTION, B/M PROPOSED USE. 2001 CODES. ALLOWABLE AREA BY SPRINKLERS = 8,000 SF X 3 = 24,000SF TOTAL ALLOWABLE AREA PER 503.3 EXCEPTION. **PERMIT DOES NOT INCLUDE TEMPORARY POWER, BLOCK WALLS, TRASH ENCLOSURES, COVERED PARKING AND SITE LIGHTING.** REFER TO 05-3262 FOR APPLICATION TRACKING NOTES. Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 118.01 ART IN PUBLIC PLACES-COM 2155.60 DIF CIVIC CENTER - COMM 831.25 ENERGY REVIEW FEE 118.01 DIF FIRE PROTECTION-COMM 280.00 STRONG MOTION (SMI) - COM 91.37 DIF STREET MAINT FAC-COMM 201.25 DIF TRANSPORTATION - COMM 15085.00 Fee summary Charged Paid Credited ----------------- Due ---------------------------------------- Permit Fee Total 2310.00 .00 .00 2310.00 Plan Check Total 1299.96 900.00 .00 399.96 Other Fee Total 18880.49 .00 .00 18880.49 Grand Total 22490.45 900.00 .00 21590.45 LQPERMIT �(X-K�C x tf�..y lr 1 x �/ l3v�7�'� t - �9w� %i � �� s f►-sS'g'wr-e�� PO. BOX 1504 APPLICATION ONLY Building 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 v.• TAe_ oae5ncesBUILDING: TYPE CONST. V Al OCC. GRP. Mailing Address 355 71k 5 T SoAtt 1/109) A.P. Number KyF_ 40210 — OW Dig — 6 City Zip Tel. Legal Description D 140-5-va-s aS e't�;/ SLie// 6 Contracto Project Description /� Address City Zip Tel. State Lic. & Classif. Arch., Engr., Designer Address s-.zs-r 17„ c- City /0•� 8 " y Sq. Ft. C.No. No. Dw. Lic. # Size Stories Units city Zip State I I I Id I Lic. # LICENSED CONTRACTOR'S DECLARATION 1 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 Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason 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. Date Owner NOTICE TO APPLICANT.. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above -mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip Add ❑ 79'660 Alter ❑ Repair ❑ DS-3zti 3 Z4 Demolition ❑ 1 79 700 '/ 7 D> __ l 3Z�S_ 9& Estimated Valuation PERMIT AMOUNT 00 Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. JUL 2s 7n Elm Grading Driveway Enc. CITY OF LA QUIP TA Infrastructure FINANCE DEP . 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: INSPECTOR Date Permit WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE STORM CHANNEL 1,04 10 10 '1 F. 95 PROPOSED RETAILrD 8,500 SF 00, I T7 — TRAVEL 77 7 2t,'-O' 18 LOADING 18 4 104 5TALLE,pJ NOT-ARA PROPOSED PROPOSED; RETAIL E +i RETAIL 1 0 15,000 SF 8,200 SF 4 stalls W-0- 21 V '1410' 6 . . . ...... .... .. P�RCEL A ±496'-11" STATE HIGHWAY 111 SEC.29 T.WI5S..R.71 649-02 CM 7 L' VA @) er S �s ��5 �� C� 3��3 ��ss MAp �o ,�Oo� ��.,OVERALL 51TE PLAN (FOR REFERENCE ONLY) AI SCALE: I" - 40' CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road Date 6/16/06 La Quinta, CA 92253 No. 28587 (760) 771-8515 Owner The Dunes Business Park, LLC Address 355 w. 6th Street, Suite 400 City Los Angeles Zip 90020 Tract # Type Commercial Lot # No. Street S.F. Unit 1 A 79640 Highway 111 10000 Unit 6 Unit 2 B 79660 Highway 111 8750 Unit 7 Unit 3 C 79680 Highway 111 8750 Unit 8 Unit 4 D 79700 Highway 111 8500 Unit 9 Unit 5 Unit 10 Comments Commercial "Retail" Buildings Q��FiEDN>O Q' BERMUDA DUNES RANCHO MIRAGE d t� INDIAN WELLS �.� PALM DESERT .y LAQUINTA ,Q 0INO ,Y APN # 649-020-014-6 Jurisdiction La Quinta Permit # Study Area No. of Units 4 Lot # No. Street S.F. 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 36,000 S.F. or $15,120.00 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 - Paul Ramsey Check No. 414356591 Name on the check Telephone. 951. Commercial By Dr. Doris Wilson Superintendent Fee collected /exempted by ron Ilvrey Payment Recd �$0.00 a $15,120.00 over, n er- 1 Signatur"J C NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to 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 building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting P.O. 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: March 03, 2006 From: Doug Evans, Director-CDD Due Dater March 13., 2006 Status: 4th Review Building Plans Approval (Th,is is an approval to issue a Building Permit) The Community Development Department has reviewed the Building, Plans for the following project: Description: Address or General Location Applicant.Contact: Dunes Business Park 79-640,660,680,700 KKE Architects (626)796-8230 Y 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. (Vlo�-C- : tkxs n0j ivk,::.lL dae- L6tVdGCaP1 07- p IA06) - ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made, Please return them to the Community Development Department for review. Doug Evans, Director-CDD- Date 07/28/2005 13:58 6267968735 KKE ARCHITECTS PAGE 01/03 K K ZM architects KKE Architects, Inc. 525 east colorado boulevard fourth floor pasadena,ca 91101 626/796-8230 626/796-8735 fax www.kke.com Total Pages DateMme Fax 7ranss�missionq^ Zb -05 70: t7vvDAU— Projeot fK F/v/V65 kTAtL `OVIM sun,ect. �L M-Sc?4PTI-oti1 ror P�T7Aet� If Qu�S7on1�, Ala Sooz s z -inr a �7� From Telephone 6261'796-8230 Fax 6261786.8735 Project Number Copy Mailed No The Information contained In this facsimile is privileged and confidential Information Intended only for the use of the Individual recipient identified herein. If the reader of this message Is not the Intended recipient, or the employee or agent responsible for delivering It to the intended recipient, you are hereby notified that any dissemination. or copying of this communication is strictly prohibited. If you have received this communication In error. please notify us Immediately by telephone and return the original message.to us at the above address by mall. Thank you, Minneapolis las Vegas newport beach lrvine posoofeno expanding the vision•sto WWI. Althlttl, WAJJ= 174 .................s.�•.._.._...._. ,....... ........_............._ . _ ..-.�:._: • �_.__ �.; 7UfAL AM PAR}QNG STALLS- 6 ..... ........ ........ ......._ .......«....k�_...,...-._..; - TOTAL VAN PACELS AL1A SU115= 3 SNEET4_... ...... ........ ........ .. �- _._.-. ..... ...Q. WA .. ........ .. ........ ..._Y kil.f C ........ ........ ..-� . ....................... ........ ....... ........ NC:l4fG G RAPHIc SCALE SHEET INDEX MAP SCALE. 1' = IOU WATER COACHEILA VALLEY WXn OISTFDCT sFIUER COAchnu VALLEY Km oI5TR11vT ELEGM U.O. GAS THE Cali OWANY TT3FP402E %EUZCN T.V. 116E WARM CABLE USA UNDLE-MOUND S✓7i E AM 41 1 )FLOOD Zow DEVIATION PAtEL N0. 060M =6 IL ZONE K AREA OF LI FLOODING. YDH REVISION DATE OF AUGUST 19,1991 PAL DOWEIL (760) 3W-2651 PALL CDCXRELL (760) 398-2651 CARLD SPARRDA (WO) 303-7756 PAT DONS(ED) 427-2200 ROBIN ,TONES (800) 43-5000 TDR (YUMLLY (760) 34D-F312 - (800) 227-2800 NUA AL 91CF54L SL1i16CE MUST L401i5TH8E5, INC 3960 GKIM SWEET U7NG BEACUL CA, 90615 THi UNDLRSOGNED SOILS ENGINEER CERT1RES TW, NE ft `R-0THS(, GRACING PLAN AND FWND iT TO BE IN SUBSTAIILAL COMPLIANCE WITH TIE REDDINE?NDATIONS CONTAIAED IN H5 SM REP'M PROJECT NO 056-5$001 RATED FEE. 1. M. THAT HE SHALL PR04K SOPS EmGIIE7i SERVICES OU926 00N6TROCrM OF THE DCWTM Nil TOUNQKMN POSES OF THE 'FORK. 10 OBSERVI MNPU*XE WRH OESCN CONCEPTS, SIECMCAI NS AID RECOLUEIMMNS, AND TO ALLOW DESIGN QWLGE8 IN THE 01FM THAT SILIBSURFACE CONMROIES DIFFER F40W THAT ANTROPATED PRIOR M THE START OF MORUCTLEN. THE SOILS ENGMER5 WORN( WES NOT INCLUDE SUPERASSM OR DIRECTION OF THE ACRWL WM OF THE COM?ACiOR, W ELPLMM GR A6F M T11E COEIRMOR FOR TH15 PROTECT SHWLD 6E NFOINED THAT NEITHER THE PRESENCE OF THE SMS ENGINEER'S REPRESEIYTATN'E NOR THE OBSERiVATLON MM TTST9IG BY THE 90LS ENCIIIEEA 5H4LL EXCUSE NIL IN ANY IUAY FOR OFFICES OISCWTAFD IN HIS YM. ENRIQUE A RLfTCRT 005am I UNDER THE SUPERWS1CN OF: 9M. P.E. DATE 54559. EXP. 12/31/05 I BY: CITY OF LA OUINTA I. JONASSON DATE X3KS DIRECTOR/CITY ENGINEER CAM, QROFESSr 6L R • `� h Ma. C54559 ' Exp. 12/31/05 J3 CIvi 4jf � CA1-UF// am 2M ( IN FMr ) 12ch = 100 tt i r- U DESOFmwnm PARCEL 4 OF PARCEL MAP ETD. 31143 AS RiQMN IN BOON 193. PAGES 26 AND 27. OF PARCEL MAPS, RECORDS OF. RNEFSIDE COLWTY, STATE OF CVI MN L EArHVMW cwxrrnm -0NCLUDES MUCH GRADE NIOFD1G11fW45 TO PARCELS 1-3) CLIT FZL RW 8,068 CY 4.430 CY SLMIDFNCE (0.2') 2,708 CY SHRINKAGE (31) 133 CY Ovum( .3mb CY 3AM CY MfIREX SMNKAM (32) 116 CY SLIMAL 11,943 CY 11.407 L9' DJ PORT 536 CY TOTAL 11.90 CT 11.943 CY NOTE.THE KEIH COMPARM 34C NAITS NO FURFSENIAi10N CONC6t WG THE ES7lWEI) OUAHDRES ON THESE PEANS OTHER 1HAN ALL SUCH FIGURES. 14C WCRJC All FAIRTfiW1M NMmts, ARE PKMMI NARf £57DUT1S ONLY. THE ENGINEER SitALL Hur BE RIESPOMME FOR ANY OM DEIMWINS BETWEEN LSTMI D OIDVMtIM AND THE AORTAL OUIYMU AT THE TRUE OF COHSIRUCDON. THE CONTRACTOR IS RESKIMU TO FERFOIRM HS/M OTRN TAKEOFFS TO DETEM14E THE HD OII NTTIES. a MEETSim No MESC SEX I TOTE SHEET 2-5 GRAM SHEE S 6 H01990 x CONTROL 7-11 STORM DRAIN 12 DE►AlL SHI ET THE DUNES BUSINESS PARK, LLC 3550 WEST BTH STREET, SUITE 400 LOS ANGELES, CA 90020 (310) 271-4301 The Keith Companies wc 737JJ Fred Waring Or, Sv* )M Povn Desert. CA 92260 (760) 346-984.4 4. PAVELEW LEGENDS SEAL MATCH CM-MED STENCILS. CALL CITY 0S?EC10R Al (7 AR4ANCBMM FOR REKLAL DF CITY STUCILS OR Y4FDRbAA ICH RMUDM NOOK NCB. OF 5. RAISED PAVMENT AUKERS SHA.L DONFQM TO THE PROWIO S IN SECTION 85 OF TM m SPECiICA705, MRE9 PAVEIMIT WMERS A]HSAE FUR PAMIETfT NMKERS SHALL Ci J W SECTION SS-ZO4 OF THE STATE SW40 RD SPECIFICATIONS EINTFRED Wo sE-i EPOHf'1 4 N I1MERS, m O TRAFFIC STRIPES ARE) MARXIMM SKQi BE APPLIED W TWO COLTS, WITH AffLECTORZED j AND SHAH COIECRM TO SECTION 84-4 ENTf m PANTED TPAFFlr STRIPES ARSE PAVE UC f m THE SEME SMCIMO SPET]FIM1135S. 1 CS) 7. ALL TRAFFIC SUIPINC AND PAVEMIM LEGi71DS AM RASa PXIMENT MARKERS TKiT C TAAFTTC AS A RESULT OF THE MYLY INSTALLED NORK SIRD" 0if THIS PLAN SHALL Be REW OR GRINDING_ r (J 8 OEBRIS.JMM RENOVX CPERATKN SMI iE CONTAINED WLM THE NDAK AAEA A fh. ILL PRECAIUTIO16 NECESSARY TO PROTECT PUM45 AND PROPERTY AAMEIIT 1T1 1Fi SAM]I Op DEBRIS RE9ULTUfG TWG MW THE SANCIB ASSKU BE 1MMmIATELY R� 8F VE715WICA1 VACI 1L 9_ SCAf EO PA SOS SURFACE :ENDING FRAM R4T WOPAL OPERATIONS -9iQ.L HE SEAL-'O CONFTIRWNO I1D SECTION 203-8 OF THE SFANUM SPECIFCAM S. SCAM AREAS RI:SLLal GRAPHIC LEGEND RFIDVA. SWILL BE FULLY CMIED MTH AN ASPHQTIC PANTED 5411A1¢ D IV N) COMPLETELY OBUTIRATES THE OLD LEGEND FTHL. -i III Al LN MRS MALL OOHFORM TO SE)nM 56-2. TIM '40ABSIDE SIGNS,' AS SPEC2111 O�'I SPECiTCATIMS. SIMS SifALL BE REFUCTORiZED SHEET ALLNW46i,1 USING M INTENSDY OF M%1150 PROTEL711£ GVUW FRM OR APPMED EMAIL, ALL SIGNS SHALL RE Mom WrA � FAST E& CONTRACTOR SHALL INSTAL ROADWAY SIGNS AND POSTS PER THE SIGN AM PO Ln PLANS UNLESS awns[ NOTED. 1t. PER GOVERN" COVE SECITOR 4716. F THE'AICRB IS B AN'MEA *KH IS KWM 0 KNOWN, TO DOMAIN SUISURFACE 1NSTALEAT1045. CONTRACTOR SfW4 CAT4EACT UNOERGRDUED 1-600-422-4U3 AND CETWN AND IMOR! IDENDF)CATION NUMBER AT LEAST TWO 1fOFdQ14C TO CXINA"CMG ANY NOR( THAT PEREIRATES RE DR60NG SURFACE 12 STRWING LAYOUT SITYL BE APPR0IED B/ CRTY ENGIHEIRNG GFPAMEMT PRIOR TO APP PANT. CONTACT THE CITY ENLTNEEMC DFPATI" 48 MURS FRO TO 1-90111. 13. STEEL SIGN POSES 1VSMM- IN OMMETE AREAS SINALL BE IN9ML D N M hEEVES REFLMEIAK, WDGO POSTS SK41L HAVE it X it CONCRETE FILLED SWCXOUFS ARMNII PAVE EW I_I:10BI® POTTTEAND CEMENT' CONCRETE AC MUM (3' AC ITYI RR 4.5- COB) AC PAVEMERT (S ACC. WEii 5- CAB) #DIE: SEE SHEET 6 HORIZONTAL CONTROL FOR Ali DLLIENSI0.4S. viciN lr NTI CITY OF LA QUINTA m D 70 C7 H m c� (n TITLE SHEET PRECISE GRADING & STORM DRAIN PLANS PARCEL MAP NO. 31143 m LOCAME) IN THE N.E. 1 4 OF SEC 29. T55 R7E, SBM THE DUNES BUSINESS PARK co W EsGil Corporation In (Partnership with Government for Building Safety DATE: February 3, 2006 JURISDICTION: La Quinta PLAN CHECK NO.: 05-3262 PROJECT ADDRESS: Parcel 4 Highway 111 SET: III ❑ AP-ELICANT JURIS. ❑ PLAN REVIEWER ❑ FILE PROJECT NAME: Retails A, B, C & D for Dunes Business Park ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ® The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list • and should be corrected and resubmitted for a- complete recheck. ❑ The check list transmitted herewith is for your. information. The plans are being held at Esgil Corporation until corrected plans are submitted -for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff'did advise the applicant that the plan check has been completed.' Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person ® REMARKS: Included in the package are two sheets of the sheet T001(set II) where the total allowable area is shown for the 4 retails as one building. By: Bert Domingo Enclosures: Esgil Corporation , ❑ GA ❑ MB ❑ EJ . ❑ PC 1 /25/06 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CITY OF LA QUINTA - PUBLIC WORKS/ENGINEERING DEPARTMENT' GREEN SHEET (PUBLIC WORKS CLEARANCE) FOR BUILDING PERMITS, Form updated & effective 8/25/2005 Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the w Public Works/Engineering Department until .ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to Applicant. Green Sheet approvals will be forwarded to the Building Department directly by Public Works. Date: 3/29 Developer: Dunes Business Parj6.LLC Tract No.: 31 143 Tract Name: N/A Lot No.(s): 4 Address(s):.. 3550 West 6th Street Suite 400 o AngPI PGs t^A cad 20 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building/Safety Department. CUSTOM HOMES': PROVIDE ITEMS #2, #3, #4 AND. #5 .BELOW TRACT HOMES: PROVIDE ITEMS #1 #2 #3 #4 (AS APPLICABLE) AND #6 BELOW E ITEMS #1 ffach .Pad Elevation Certificates in compliance with the approved design elevation for ding pad (maximum allowable deviationof +/- 0.1 foot). Pad Elevation Certificates must ecurrent (within 6 months of current date). If a precise grading plan creates the pad fo approval, please. withhold green sheet submittal until a Pad Elevation Certificat e 2. Attach geotec pica ce i Ica Tion gra mg p an compliance. _-3�_ Attach recorded final map showing proposed building locations are legal lots. 4. Attach a completed <1 acre per lot or infill project Fugitive Dust 'Controi project information form, PM10 plan & agreement or provide alternative & valid. City approved PM10 plan set reference number or hard copy plan. PM 10 plans for commercial and .residential developments (beyond 1 lot) are submitted separately with grading plans and are subject to additional requirements. �,! Attach an approved precise grading plan for the building location(s). AO flood zone developments will require an approved flood plain development. plan. 6. Attach an approved rough grading plan for the building location(s). I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the roposed building(s)/structure(s) on the subject lot(s). Pursuant to Udings,e bove roject a be released for building permit issuance. Recommended by-7: Dated:A_4 �ao Declined'for approval for reason(s) as follow(s), please correct and resubmit: TAP\YDEPTISTAFF\Goble\Green Sheet PW Release\050824GREEN SHEET COVER.doc t LEGACY REPORT NER-574 ' � n Reissued November 1, 2005 ICC Evaluation_ Service, Inc. Bmir—SiRegional Office . WW Workman Mill Road, Whittier, CaGfaraa 90601 a (562) 699-0543 www.ICC-es.org Regional Office* m 900 Montclair Road, Suite A, Birmingham, Alabama 35213 w (205) 599.9800 Regional Office ■ 4051 West Fbssmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2306 Legacy report on the 2000 International Building Code®, the BOLA® National Building Code/1999, the 1999 Standard Building Code®, the 1997 uniform Building CodeTM, and the 2000 International Residential Code® DIVISION FINISHES Section 09250250— Gypsum Board Dens -Glass Gold sheathing is manufactured to conform to the applicable physical requirements of ASTM C 79 for gypsum G-P GYPSUM CORPORATION sheathing board and has the following characteristics: 2861 MILLER ROAD DECATUR, GEORGIA 30035-466 '/2 inch (12.7 mm) 5/, inch (15.9 mm) thick Dens -Glass WEBSITE: www,ga,com/gypsum thick Dens -Glass Gold Fireguard 1.0 SUBJECT Gold Gypsum Sheathing Type X Gypsum Sheathing t Dens -Glass® Gold Sheathing: '/2 inch (12.7 mm) thick Dens- Thickness 1/2" t'/32" 5/e" f 1/32" Glass® Gold Sheathing and 5/8 inch (15.9 mm) thick Dens- Glass®.Gold Fireguard® Type X Sheathing Weight, Ibs/m sq. ft., 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT nom. 1900 2500 2.1 Equivalent performance to ASTM C 79 (gypsum Width, nom. 4 ft. t'/8" 4 ft. t'/e' sheathing) Length, std. 8 ft.;10 ft: t1/4" 8 ft-;10 ft. t'/4" 2.2 Noncombustibility Color Yellow Yellow 2.3 Fire resistance 2.4 Structural (racking strength) 3.0 DESCRIPTION ` Dens -Glass Gold sheathing is a noncombustible, resinous coated, glass fiber mat faced, water-resistant gypsum sheathing. Dens -Glass Gold is mechanically attached 'to structural framing as a single ply backing for exterior surfacing or wall covering materials on buildings of all construction types. Dens -Glass Gold sheathing is available in two'varieties; '/2 inch (12.7 mm) thick Dens -Glass Gold Gypsum Sheathing and 5/e inch (15.9 mm) thick Dens -Glass Gold Fireguard Type X Gypsum Sheathing. Edges Square Core Water Resistant Surfacing, Face Resinous Coated Glass Fiber Mat Surfacing, Back Glass Fiber Mat "R" Value (hr ft2 °F/Btu) (ASTM C 518) , 0.56 Permeance (ASTM E 96) 23.1 Perms SI Units: 1 inch = 25.4 mm 1 foot = 304.8 mm 1 hr-ftz•°F/Btu = 0.176 m2•K/W 1 Perm = 57 ng%(Pa•s•m2) Square Water Resistant Resinous Coated Glass Fiber Mat Glass Fiber Mat not provided` 12.4 Perms ICC-ES legary reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to I any finding or other matter in this report, or as to any product covered by the report. VIZ1W copyright ° 2005 Page 1 of 3 .6 Page 2 of 3 NER-574 When tested in accordance with ASTM E 84,. the Dens -Glass Gold sheathing demonstrated a flamespread index of 25 or less and a smoke.developed index of 450 or less. When tested in accordance with ASTM E 136, the Dens- Glass Gold sheathing was determined to be noncombustible. When tested in accordance with an ASTM E 119, '/2 inch (12.7 mm) thick Dens -Glass Gold sheathing demonstrated that it met the code `requirements for use as a 15-minute thermal barrier for protecting foam plastics which might be installed as a part of an exterior wall covering assembly. When tested in accordance with ASTM E 119, 5/8 inch (15.9 mm) thick Dens -Glass Fireguard Type X sheathing applied to a partition in a single -layer nail application on each face of load -bearing wood framing members provided a one hour fire resistance, thus qualifying it for the 'Type X" designation of ASTM C 79. 4.0 ' INSTALLATION 4.1 General - Application to Wood Stud Walls and Metal Stud Curtain Walls Installation of Dens -Glass Gold sheathing shall be in accordance with ASTM C 1280, Application. of Gypsum Sheathing, the manufacturer's installation instructions, and this report. Exterior surfacings or wall coverings shall be provided over the Dens -Glass Gold sheathing as weather protection. Weather -resistant membranes (No.15 asphalt - saturated felt or other approved material) shall be provided over the Dens -Glass Gold sheathing before attaching such surfacings orwall coverings, when required by the applicable building code. Such coverings or surfacings are beyond the scope of this report. The installation instructions within this report will govern, if there are any conflicts with the manufacturer's instructions. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the jobsite during installation. 4.2 Application to Wood Stud Walls (for Racking Resistance) For resisting wind and seismic loads, the V2 inch (12.7 mm) thick Dens -Glass Gold sheathing is assigned an allowable racking value of 99 pit (1.44 kN/m) when applied to wood stud walls as noted in the following paragraph. The maximum height -length ratio shall not exceed 1.5:1 to be considered as a shear wall segment. Marginal studs and plates shall be anchored to resist design forces. Shear walls using Dens - Glass Gold sheathing shall not be used to resist forces imposed by masonry and concrete walls. See Section 7.5 of this report for allowable load adjustments or restrictions applicable to certain seismic regions. The Dens -Glass Gold sheathing shall be applied solidly to the wall with the long dimension in the vertical direction with all edges backed by framing members. Application shall be by the use of nails: 11 gauge ,'/18 inch (11.1 mm) head; 1 V2 inch long (38.1 mm) for'/ inch (12.7 mm) thickness; and 13/, inch (44.5 mm) long for ?/8 inch (15.9 mm) thickness, spaced 4 inches (101 mm) o.c. on the edges and 8 inches (203 mm) o.c. at the intermediate supports. Nails shall have a minimum edge distance of 3/8 inch (9.5 mm). The stud spacing shall not exceed 16 inches (406 mm) o.c. for inch (12.7 mm) thick Dens -Glass Gold sheathing and 24 inches (609 mm) o.c. for 5/8 inch (15.9 mm) thick Dens -Glass Gold Fireguard Type X sheathing. 4.3 Application to Metal Stud Curtain Walls (for Transverse Wind Load Resistance) For an allowable transverse wind load pressure of 21.7 psf (1.04 kN/m2), Dens -Glass Gold shall be installed with the long dimension in the vertical or horizontal direction, mechanically fastened to minimum 20 gauge steel framing. The stud spacing shall not exceed 16 inches (406 mm) o.c. for'/2 inch thick Dens -Glass and 24 inches (609 mm) o.c. for 5/8 inch thick Dens -Glass. Fasteners shall be 1 inch to 1 V, inch (25.4 to 31.8 mm) long No. 6 Type S-12 bugle -head, self -tapping, rust resistant screws spaced 8 inches (203 mm) o.c. along the edges and 8 inches (203 mm) o.c. at the intermediate supports. Screws shall be a minimum edge distance of 3/e inches (9.5 mm). k 5.0 IDENTIFICATION Each bundle or package of Dens -Glass Gold sheathing shall bear the manufacturer's name and/or trademark, the NES logo and evaluation report number, NER-574 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature and installation instructions. 6.2 Report of physical and racking load tests conducted on 1/2 inch (12.7 mm) thick Dens -Glass Gold sheathing, prepared by Timber Products Inspection, Project No. 85-03, Report No. 1, dated February 4, 1985, signed by Walter W. Boyles. 6.3 Report on various physical tests conducted on'/Z inch (12.7 mm) thick Dens -Glass Gold sheathing, prepared by Timber Products Inspection, Project No. 89-018, Report No. 1, dated June 21, 1989, signed by Walter W. Boyles and Franklin Holmes. 6.4 Test report in accordance with ASTM C 79, prepared by Timber Products Inspection, Project No. 86-08, Report No. 1, dated August 22, 1986, signed by Walter W. Boyles. 6.5 Test report in accordance with ASTM C 79, prepared by Timber Products Inspection, Project No. 89-018, Report No. 2, dated June 21, 1989, signed by Walter W. Boyles. 6.6 Test report in accordance with ASTM E 84, prepared by Commercial Testing Company, Report No. 32983, dated February 6, 1985, signed by Jonathan Jackson. 6.7 Test report in accordance with ASTM E 84, prepared by Commercial Testing Company, Report No. 67324, Test No. 2024-7678, dated May 5,1989, signed by Jonathan Jackson. 6.8 Test report in accordance with ASTM E 136, prepared by Commercial Testing Company, Report No. 67576, Test No. 2075-9961, dated October 18, 1989, signed by Jonathan Jackson. 6.9 Test report in accordance with ASTM E 119, prepared by Commercial Testing Company, Report No. 32984, dated February 6, 1985, signed by Grady Gilbert, P.E. Ap Page 3 of 3 NER-574 6.10. Test report in accordance with ASTM E 119, prepared by Wamock Hersey International Inc., File No. WHI-495-0702 and WHI-495-0703, Job No. 495-0589, dated August 7,1985, signed by George E. Meyer, P.E. 6.11, Test report in accordance with ASTM C 518, prepared by Commercial Testing Company, Report No. 32982, dated February 7, 1985, signed by Jonathan Jackson. 7.5- 6.12 Report of wet racking tests conducted on '/2 Inch (12.7 mm) thick Dens -Glass Gold sheathing in accordance with ASTM E 72, prepared by Timber Products Inspection, Project No. 85-03, Report No. 3, dated June 24, 1985, signed by Walter W. Boyles. 6.13 Report of racking tests conducted on conditioned samples (95 °F and 50% RH) of inch (12.7 mm) thick Dens -Glass Gold sheathing in accordance in accordance with ASTM E 72, prepared by Timber Products Inspection, Project No.89-034, ReportNo. 1, dated September 22, 1989, signed by Walter W. Boyles. 6.14 Reportof tests conducted in accordance with ASTM E 96, prepared by Timber Products. Inspection: 7.6 • Report No. 93-017, dated October 25,1993, signed by Steve Standell and Diane Michael. • Report No. 94-017, dated July 14, 1994, signed by Steve Standell. 6.15 Report on testing conducted in accordance with ASTM E 330, prepared by Timber Products 7.7 Inspection, Project No. 89-047, dated January 12, 1990, signed by Walter W. Boyles. 7.0 CONDITIONS OF USE The ICC-ES Subcommittee for the National Evaluation Service, Inc. finds -that Dens -Glass Gold sheathing is an acceptable alternative material, product or method of construction to those specified in the 2000 Intemational Building Code®, the BOCA®National Building Codef1999, the 1999 Standard ,Building Code®, the 1997 Uniform Building Code'"", and the 2000 International Residential Code®subject to the following conditions: 7.1 The installation instructions given in this report and those published by G-P Gypsum shall be strictly adhered to. 7.2 The Dens -Glass Gold sheathing shall be protected from weather by an exterior surfacing or covering material approved by the local building official. No exterior surfacing or covering listing is granted or implied by this report. 7.3 Dens -Glass Gold sheathing shall not be used as a nailing base and any mechanical attachments of exterior coverings shall be made directly to the studs. 7.4 Exterior surfacings may be adhered to Dens -Glass Gold sheathing when approved by the local building official. When the Dens -Glass Gold is not covered by wall covering mechanically attached directly to the studs, structural calculations, signed and sealed by a registered design professional, shall be submitted to the building official documenting that the Dens -Glass® Gold sheathing and its fastening methods are adequate under wind loads of the applicable building code. Exception: When installed to steel framing as noted in Section 4.3 of this report, Dens - Glass Gold is permitted in applications where design wind pressures do not exceed 21.7 psf (1.04 kN/m2). Exterior stud walls shall be braced as required by the applicable code. Exception: In seismic regions where the applicable building code permits the use of shear walls constructed using gypsum sheathing, wood stud walls employing '/2 inch (12.7 mm) thick Dens -Glass Gold sheathing are permitted to be designed as engineered shear walls in accordance with the provisions of this report. Any reductions in the allowable loads for gypsum sheathing employed in certain seismic regions which are noted in the applicable building code shall be applied to the allowable load noted in this report. Dens -Glass Gold sheathing shall be kept dry prior to installation, stored off the ground and under protective covering. Should the boards become wet, they shall be allowed to dry prior to installation: Once installed, the Dens -Glass Gold sheathing shall be covered with an exterior surfacing or covering. This report is subject to periodic re-examination. For information on the current status of this report, contact the ICC-ES. N Cmvp E.-Anthony Fire chier Pmudly sceving 111C lJoinotwoonaw. urges Or itivo,4do Comq 1111(1 flic. C i I ic; o I *.- (4uiyoo I xiU . 4- .Dmxi Hot 111diaw Welk hidio Usilvire LAI 916111it Moe.efm Valley F. 50104611to dS 'Tanectila Roii Bum,=. John'ra%raglkm, 1) t% i lid 21 Diiantl 3 Roy NstriC14 RJVER,S.fDE COUNTY FIREDEPARTMAE NIT 87-675 M0hvr�,.i1 1, .24 Fi,llrtdio"CA, 92201 - (760) 8634M!, V1.)x (7611) $63-7072 `November 8, 2005 T.0: Stantec consult1ng1lic. 737,33fred Waring'Drive, Suite 100. 1, "aim Desert, CA 92260 Re, Neater system plan review Durier . Dusiness'Park /RM31 14" Tfie-atxwe rdetwiced'-water plaps liflive been reviewedand are acceptable by county' Fire'Depatunent- After (he rej!stered"Civil ,Engineer lifts signied,and staniped I -lie otiginal Mylar, pleak,submit Ilieni to this office for fire De nature. Afterall signatures are n, obtained .oft theari'kiinal. one (1),pnnt of Ifietitle sheet, is required f6,r our files, "Tice required water I systent . ncluding fire hydriints.§hall be ins,taltbd an.d.aut.pted by:the -appropriate wafer agency pnor to aoy covibustibir, buil ding:rnaterial b6i r 11 , pilwed on the construction site aridlorindividual lots. -Blue r etro-rdkefive Pavement markers shall, be m.ounte—d on pfilyate streets.: public stroets,and driveways tb.Jodicalte location offire hydrants. Any question'.regarding these conditions should.be referred to theTire',Dwartment.'p, 1ant in Engineefifl�:§taff -at '(760) W.3-8996 D I e. E�t, n s 6 n Fircsafdty Specialist Z�'FL, ),�j Cot 9M! - (760)SM-SM- Rl%(760) 863-7072. Oct 25 2005 2:38PM IID ENERGY 7603915989 P.2 IIDPD-DDC Paul Ramsey PO Box 1016 Murrieta, CA 92564 October 17, 2005 Subject: Available Short Circuit Current Calculation for The Dunes Business Park, N/E corner of Dune Palms Rd., Building B & C; 79660 Hwy 111, Suites 101-104 (Bldg. B) and 79680 Hwy 111, Suites 101-105 (Bldg. C) Dear Mr. Ramsey: The available Short Circuit Current at the secondary terminals of the transformer is 32,501 Amps RMS Symmetrical at 208 volts. This is based upon the following information: 1) Transformer size: 500 KVA 2) Transformer impedance: 4 % 3) Primary voltage: 7,200/12,470Y volts 4) Secondary voltage: 208 volts 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 have any questions, at (760) 398-5820. Thank You, Carlos Partida Project Manages CP/ms SECFAULT. Ur.ThcDunesBusinmParkbldgB&C. ninex eoofl-' �..'x Oct •25 2005 2:38PM I ID ENERGY 7603915999 p,3 IIDPD-DDC October 17, 2005 Paul Ramsey Pb Box 1016 Murrieta, CA 92564 Subject: Available Short Circuit Current Calculation for The Dunes Business Park, N/E corner of Dune Palms Rd., Building A & D; 79640 Hwy 1 11 (Bldg. ' A) and 79672 Hwy 111, (Bldg. D) Dear Mr. Ramsey: The available Short Circuit Current at the secondary terminals of the transformer is. 32,501 Amps RMS Symmetrical at 208 volts. This is based upon the following information: 1) Transformer size: 500 KVA 2) Transformer impedance: 4 3) Primary voltage: 7,200/12,470Y volts 4) Secondary voltage: 208 volts . 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 have any questions, at (760) 398-5820. Thank You, �arYos art d.a Project Manager' CP/ms SECFAULT.Ltr.T icDunesBusinessPukbldgA&D. f t r Oct '25 2005 2:38PM IID ENERGY 7603915999 _._.__._. P.1 Tm *caw PhM , dos ��2i�,�► Pborrr ie AWZrc4V%Q 17- tx� O Ur"* 9 'w D P•• t:+ou"w t 0 pft.. rhp V O trf.art. nocycta t Qeddeodafty Nod= Ma hdbemitdor! 'embind ta'tbb facdndk dwomemt =q, be comr4eotai and eaempt tram dtscbmm w dw law and is*dmded only fur ft an Me ladWl bd or eodt a w above. B the raclplent or reader of dds dom=mt b not tie herded mr'p'- ym am g nodw do m dl�rdiom or °� of tid, eam b �y cOwmmdcmd m la eiror. phn mdly ns m4am the or*sd mmur to the ad&m below. 7UA y by aad ' 816M Av6we as. Fo am logo Ls Qufub f CA 93353 Phone: (7601398-58" . P� �.T6o) 391-6999 ......:..... CVWD - Irrigation Meter Appmal Record Project Name: IThe Dunes Retail Center . .................. ......_................._._..........._......:....................... _................_,...... Project Highway 111 Address: Project City: La Quints Plat Sheet # 5-7-29-1 Tract Number: 131143 __.... ETo Zone #: 13A = 75.00" CVWD Plan #: 05-166 Sheet #'s: -__........ __._.... _......._.. _: Owner/Developer IThe Dunes Business Park, LLC Plan Receipt Date: - -....................._........... _ ............... _- ...._......_ ....._... Approval .... ... .... : Landscape Arch: Cummings Curley And Associates Plan royal Date: 9/21/2005 _............... ......... .......... ........_...... .......................: .......:....,...:.. Contact Name: Cert. of Compl. Date: Contact Number 323-344-4240 ' Plan Check Fee: $0.00 Other: Meter and 1" w/ 1" RP Backflow. Plan Check Comments: September 30, 2005 1) Show CVWD signature block on all sheets. 2) Show a graphic scale line on all design sheets. 3) Turf areas between the sidewalk and curb are not allowed unless they are subsurface drip irrigated. 4) Turf areas less than 8' wide must be subsurface drip irrigated. 5) Show locations of all utilities in the project area. 6) Specify a 1" irrigation meter with 1" RP backflow installed by CVWD. 7) The MAAWA and EAAWA square footages do not match. 8) Recalculate the turf EAAWA using 0.7 for the plant factor and use .75 IE for sprayheads. 9) Specify drip irrigation or pc bubblers for trees in turf areas for deep watering. 10) Show note for 18" sprayhead setback at curbs, sidewalks and hardscape. 11) Show a pop-up sprayhead detail on sheet L3.0. 12) Show station number on valve keys. 13) Show store names if known. Area ---�------------- --- __.. -- -- -.. .._� Description: #Units - Area: . -.. 27242 MWA: 101.6'. EWU: Friday, September 30, 2005