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06-2973 (CSCS)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Tiht aF 4 4". BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 06-00002973 Property Address: 78983 HIGHWAY 111 .APN: 643-020-999-6 -30903 - Application description: NEW COMML - STORES. & CUSTOMER SERVICE Property Zoning: REGIONAL COMMERCIAL. Application valuation: 809385 Applicant: fji l� �aHC�lQL Architect or Engineer: KKK- �Ifw� �i�s c- 279x9 Owner: WASHINGTON 111 LTD C/O JACK TARR 30240 RANCHO VIEJO RD. STE. B SAN JUAN CAPISTRANO, CA 92675 Contractor: PRIMUS CONTRACTIN 1409 SO. 600 WEST, BOUNTIFUL, UT 8401 (801)693-7270 Lic. No.: 814726 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 INC TE APR �2 2001 C�?Y OF .S1 Date: 4/10/07 ------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided ense Class: B License No.: 814726R — for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. e: 1-,& 0% Contractor: I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor E Code, for the performance of the work for which this permit is issued: My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: , I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 0015781-2006 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, . permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stateand agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code, I shall forth ith comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by R any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ate: I/.07 Applicant:— ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and ' the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the - improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractors) licensed pursuant to the Contractors' State License Law.). ( 1 II am exempt under Sec. , BAP.C. for this reason Date: /'�7 Owner: 940 ' 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 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 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives ofthis county to enter upon the above-mentioned property/for inspection rposes. Date: / ��O/ Signature (Applicant or Agent): '.l Application Number 06-00002973 Structure Information 18293 SF RETAIL BLDG "COST PLUS" Other struct info . . CODE EDITION 01BMP04E05EN FIRE SPRINKLERS YES MIXED-USE OCCUPANCY M/S-1 OCCUPANT LOAD 549.00 PATIO SQ FTG 888.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 18293.00 Permit . . . BUILDING PERMIT Additional desc . . 18,293 SF RETAIL - COST PLUS Permit Fee . . . . 930.00 Plan Check Fee 1930.18 Issue Date Valuation 809385 Expiration Date 8/21/07 ' Qty Unit Charge Per Extension BASE FEE .00 310.00 3.0000 ---------------------------------------------------------------------------- THOU BLDG 500,001-1,000,000 930.00 Permit . . . ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 380.86 Plan Check Fee 95.22 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/21/07 Qty Unit Charge Per Extension BASE FEE 15.00 18293.00 .0200 ---------------------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 365.86 Permit . . . MECHANICAL Additional desc . Permit Fee . . 186.00 Plan Check Fee 46.50 Issue Date . . Valuation 0 Expiration Date 8/21/07 Qty Unit Charge Per' Extension BASE FEE 15.00 5.00 11.0000 EA MECH FURNACE >100K 55.00 3.00 9.0000 EA MECH SUSP/WALL HEATER 27.00 - 5.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 82.50 1.00 6.5000 EA MECH VENT FAN 6.50 Permit . . PLUMBING Additional desc . LQPERAIIT 1 • Application Number . . . . . 06-00002973 . Permit . . . . . . PLUMBING Permit Fee . . . 154.50 Plan Check Fee 38.63 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/21/07 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 6.0000 EA PLB FIXTURE 60.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 3.00 6.0000 EA PLB ROOF DRAIN 18.00 . 1.00 7.5000 EA PLB WATER HEATER/VENT• 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 7.5000 EA PLB OTHER BACKFLOW <='2 INCH 7.50 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 2.00 .7500 EA PLB GAS PIPE >=5 1.50 1.00 15.0000 EA PLB GAS METER ---------------------------------------------------------------------------- 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee 15.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 8/21/07 Qty Unit Charge Per Extension BASE FEE 15.00 Special Notes and Comments 18,293 SF RETAIL BLDG. "COST PLUS" M OCCUPANCY, TYPE V -N CONSTRUCTION, 549 OCCUPANT LOAD. 2001 CBC,CMC,CPC, 2004 CEC, 2005 ENERGY CODES. **PERMIT DOES NOT INCLUDE TEMPORARY POWER, BLOCK WALLS, TRASH ENCLOSURE AND SITE LIGHTING.** 2005 DIF ASSESSED. LOT LINE ADJUSTMENT LLA 2006-463 [PLANSET NO. 05104 & 061961 REFLECTED•ON APPROVED PRECISE GRADING DATED 11/06/2006.February 22, 2007 8:45:50 AM bhanada, -180 DAY EXTENSION APPROVED BY.G. BUTLER ••TO AUG. 6, 2007. CBC SECTION 107.4. ---------------------------------------------------------------------------- Other Fees I. . . . ACCESSIBILITY PLAN REVIEW 193.02 ART IN PUBLIC PLACES -COM 4026.92 DIF CIVIC CENTER - COMM 2853.70 ENERGY REVIEW FEE 19.3.02 r LQPERMIT Application Number . . . . . 06-00002973 ---------------------------------------------------------------------------- Other Fees . . . . . . . . DIF FIRE PROTECTION-COMM 823.18 STRONG MOTION (SMI) - COM 169.97 DIF STREET MAINT FAC-COMM 1939.05 DIF TRANSPORTATION-•COMM 48147.18 Fee summary Charged Paid Credited Due ----------------- ---------------------------------------- Permit Fee Total 1666.36 .00 :00 1666.36 Plan Check Total 2110.53 1900.00 .00 210.53 Other Fee Total 58346.04: .00 .00 58346.04 Grand Total 62122.93 1900.00 .00 60222.93 LQPERA4IT - • - ' .•-fir-. .. � / Z ik 4s •J 'P-4 4 �j PTit' .O. BOX 1504 APPLICATION ONLY BuildinAddress 79 f / 8 3 /`� AIXOUINTACCALIFORNIA ALLE 02253 /Lj BUILDING: TYPE CONST �OCC. GRP. I/ Mailin Address loan R D p A.P. Number 6� 3 "020 _o 3o — 5— r ��►r� �N City Zip �� _ Tel. Legal Description p6ree/ S 4 P&. 3,Z683,-1 AWContractor Project Description •O M & Classif. Lic. # Arch., Engr., Designer Address Tel. 6P6 52S Co%rode /3/✓d x9-42-70 0�Ity uq//OI (state s4r�rti� `7 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 Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company O 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 i f2.�,1 Tor Sq. Ft. U No. No. Dw. Size 2,93 Stories Units y New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT SIMI Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure w TOTAL REMARKS n MR L. J ZONE: BY: Minimum Setback Distances: OF LA QUIPITA Front Setback from a Flte>"C4E DEPT Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE_ Issued by: Validated by: Validation: INSPECTO Date Permit WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE COACHELLA VALLEY WATER DISTRICT ASSESSOR'S PARCEL NUMBER 85-995 Avenue 52 `I 3 ------- 020 ------- 032, Coachella, California 92236 (760) 398-2651 APPLICATION FOR WASTEWATER INTERCEPTOR/SEPARATOR APPROVAL APPLICANT: Submit this form with a copy of a SCALED plot plan (1" = 20' to I"= 40' SCALE) drawn to District specifications. A nonrefundable filing fee is required when the application is submitted. Check must be made payable to the Coachella Valley Water District. Approval of this application shall remain valid fora period not to exceed one (1) year from date of payment. Plan Check No. Agent, Contractor, Contact Person Address City State Zip Telephone . l Z 7 R - S HL.A35-1 'NT e,4 92zs Owner Address City State Zip Telephone ti' -rn // ury 3025Id c Use' o She A 6426 yes--.'308 Job Property Address City Zip . 7911,14 !j2zs3 Legal Description /� ? �Gi'C�t' DBA (fO % )0/0S --u6 vewk ? PLEASE COMPLETE THIS SECTION FOR REVIEW OF FOOD ESTABLISHMENTS NOTE: PLANS WILL NOT BE ACCEPTED UNLESS THIS APPLICATION IS COMPLETE AND THE PLAN CHECK FEE IS PAID. GENERAL CONSTRUCTION: Type of Construction: New Food Facility Remodel of Existing Food Establishment Hours of Operation Seating Capacity: Internal External External Seating with Misters or Heaters Bar with Food Service Bar Nonfood Service Water Softener Service: Multiservice (reusable) Single Service (disposable) OWNERIREPRESENTATIVE DECLARATION: I certify that I have read the entire application and state that all information is correct. I understand that the amount of fee paid is based on my declaration of information on this form and that incorrect information is grounds for denial of the submitted plans. I also understand that plans will be discarded if not picked up within sixty (60) days of approval or denial and that no inspection of my establishment will be conducted, or approval granted to operate, until all proper information requested has been received and plans have been approved and returned. Signature Date No. of Systems Type of System(s) No. Dwelling Units ❑ Sand/Oil Grease Interceptor Waived Fixture Units ❑ Grease Interceptor ❑ New ❑ Existing ❑ Lint Trap ❑ Replacement ❑ Addition ❑ Clarifier ❑ Connect to Sewer Gal. REMARKS: 22, aff-awzd- jJ G This application is: Approved ❑ Denied ❑ Conditional Approval* Fee S� " Check No. 'See Remarks Date Q� 0 Initial Signature n Date .T. may'.. S OF �ti DATE: CASE NO: APPLICANT: ARCHITECT: REQUEST: LOCATION: ARCHITECTURE AND LANDSCAPE REVIEW COMMITTEE MAY 3, 2006 SITE DEVELOPMENT PERMIT 2003-775 BILL SANCHEZ, JACK TARR DEVELOPMENT KKE ARCHITECTS CONSIDERATION OF A MODIFICATION TO ARCHITECTURAL PLANS FOR RETAIL SHOPS SOUTH OF HIGHWAY 111, WEST OF ADAMS STREET, WITHIN WASHINGTON PARK Attached are the plans and materials board for this proposal for your review; comment, and discussion at the meeting (Attachment 1). .PROJECT PROPOSAL: The applicant is proposing .to modify the approved building elevations for a portion of one building approved under .Site Development Per 2003=775. In 2003, staff administratively: approved a :site plan modification.. requested by the applicant which allowed the proposed building to be spaced apart from the Steinmart building providing relief to the linear building.mass originally approved. The.proposed building is adjacent and attached to the existing, Office Depot. The architectural elevations Iproposed to be modified include .the entry, the side, and rear of the building. The proposed modification to the entry elevation is to reverse the architectural pop -outs and the rear elevation provides .a screen wall for the. trash compactor. In addition; the side elevation proposes four store. fronts entrances and.a delivery bay entrance. ITEMS OF DISCUSSION: Staff believes the proposed revisions are acceptable as submitted. . RECOMMENDATION: Recommend that the Director of Community Development approve final architectural plans consistent with the conceptual modifications to Site Development Permit 2003'- .775'.' 003=.775: Transmitted by: Fred M. Baker Principal Planner Attachments: 1. Development plans and Materials Board P.O. Boa 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO ( (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 November 3, 2006 Bill Sanchez Washington 11 1, Ltd. 78-365 Highway 111, No. 351 La Quinta, CA. 92253 SUBJECT: LOT LINE ADJUSTMENT 06-463 LETTER OF APPROVAL Dear Mr. Sanchez, Attached with this letter are the original approved exhibits concerning Lot Line Adjustment LLA 05-463. Based on zoning compliance and correctness of the property descriptions, the City has approved your request for a Lot Line Adjustment. Attached is the original Preliminary Title Report and Exhibits A 'and B. Please complete the grant deed and have these documents recorded with the County Recorder 'and provide us a copy of the recorded documents for our files. Until the recorded copies are received, the Lot Line Adjustment is not complete. This letter shall be presented to 'the County Recorder as official verification that the City has approved the adjustment and requests its recordation. By execution of this approval, the applicant agrees to indemnify, defend and hold harmless the City of La Quinta. from any legal claim or litigation arising out of the City's approval of this Lot Line Adjustment. Should you have any questions, feel free to contact me at (760) 777-7125. Sincerely, A drew J. Mogensen Associate Planner Enclosures. AJM: ajm IO Z F - z w w j C7 I c¢ Q wa 2w 'j Z w� CC F- 92 ! 0 I EXHIBIT B -SHEET 1 OF 1 .LOT LINE ADJUSTMENT NO. _ 0_6=4163 _ z ®. CITY OF LA QUINTA w, PARCEL 1 _s, PARCEL 5 PARCEL MAP a PARCEL 4 1.87 AC NO 32683-1 w w o PMB 213/53-55 vzo NO 32683-1 to PMB 213/53-55 i . to LLa I PARCEL 2 iv O O N89 -3327'E PARCEL MAP vW-J 106.50' iN LO NO 32683-1 uj I� i N PMB 213/53-55 } p m �, PARCEL 4 S89' C3 0.45 AC PARCEL 5 w ,� y� �g PARCEL MAP O = ti0 gg' NO 32683-1 a }� PMB 213/53-55 Q.OU w _0 \ 10 IS 41 Z a 140.20' LEGEND; -------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT -LINE X OLD LOT NO. X NEW LOT NO. 9 PUT a c ENG/NEERS. CM Sm • Slffy" a - Pk"*%7 6820 Airport Drive. Riverside. CA' 92504 Tel:(951) 688-0241 • Fox:(951) 688-0599 7"W 341.55' 7"W PARCEL 6 PARCEL MAP NO 32683-1 PMB 213/53-55 P.O. C NEW PARCEL 4 N89'33'27"E `- P. 0. B NEW PARCEL 5 SCALE: 1"=80' JJOB NO. 7002 DATE: 1 APPROIiED BY 243.68' OND LS 5390 * EXP. 9-30-08 CLIENT: WASHINGTON -111, LTD LOTS 4 AND 5, - PARCEL MAP NO. 32683-1 -MOZ) , — I PER P. M. B 213/53-55 EDY P. ADKISON L.S. 5390 _s, PARCEL 5 PARCEL 4 1.87 AC o PARCEL MAP NO 32683-1 to PMB 213/53-55 i . to I iv N89 -3327'E 106.50' iN LO uj I� i N �u PARCEL 4 W 0.45 AC S89'33277W � o to N 00 aD 10.00' i N voi O ko h ' o r cho • o ' 96.50' 157.05' 134.91' 118.64' J P.O.B. NFW PARCEL 4 LEGEND; -------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT -LINE X OLD LOT NO. X NEW LOT NO. 9 PUT a c ENG/NEERS. CM Sm • Slffy" a - Pk"*%7 6820 Airport Drive. Riverside. CA' 92504 Tel:(951) 688-0241 • Fox:(951) 688-0599 7"W 341.55' 7"W PARCEL 6 PARCEL MAP NO 32683-1 PMB 213/53-55 P.O. C NEW PARCEL 4 N89'33'27"E `- P. 0. B NEW PARCEL 5 SCALE: 1"=80' JJOB NO. 7002 DATE: 1 APPROIiED BY 243.68' OND LS 5390 * EXP. 9-30-08 CLIENT: WASHINGTON -111, LTD LOTS 4 AND 5, - PARCEL MAP NO. 32683-1 -MOZ) , — I PER P. M. B 213/53-55 EDY P. ADKISON L.S. 5390 EXHIBIT "A" LOT LINE ADJUSTMENT NO. 06-463 NEW PARCEL 4 Being a portion of Parcel 4 as shown by Parcel Map No. 32683-1 in the City of La Quinta, County of Riverside, State of California, recorded in Parcel Map Book 213 at Pages 53-55 inclusive, Official Records, Riverside County, California, located in the northeast quarter of Section 30, Township 5 South, Range 7 East, SBM, more particularly described as follows: COMMENCING at the southeast corner of Parcel 5 as shown by Parcel Map No.. 32683-1, recorded in Parcel Map Book 213 at Pages 53-55 inclusive, Official Records, Riverside County, . California, also being a corner common to _said Parcel 5 and Parcel 6 of said Parcel Map No. 32683-1; Thence South 89°3377" West, along the south line of said Parcel 5 and Parcel 4, a distance of 157.05 feet to the POINT OF BEGINNING; Thence continuing along said south line,,South 89°33'27" West, a distance of 96.50 feet to the southwest comer of said Parcel 4; Thence North 00°2633" West, along the west line of said Parcel 4, a distance of 188.36 feet; Thence North 89°3327" East, a distance of 106.50 feet; Thence South 00°2633" East, a distance of 122.86 feet; Thence South 89°33'27" West, a distance of 10.00 feet; Thence South 00°26'33" East, a distance of 65.50 feet to the POINT OF BEGINNING. Containing 19,405 square feet or 0.45 acres, more or less. . ' o�ELL U,gOO o �a w LS 5390 z 4: PARCEL MERGER No. cn. EXP 9 -so -08 - LOT LINE ADJUSTMENT No. OF C AL�� APPROVED BY CITY OF LA OUINTA COMMUNITY ADEV;�PMENDATDEPARTMENT �2 - Ob BY �I Exhibi�'I' 1"/ " l kRCEL MERGERNo. )T LINE ADJUSTMENT No. 63 30ROVED BY CITY OF LA OUINTA OM UNITY DEVELOPMENT DEPARTMENT Y A4014&O' DATE -11-3-06 EXHIBIT "A" xhibit " ' Adw?Aft—A15 LOT LINE ADJUSTMENT NO. D6 --'Ur63 NEW PARCEL 5 Being a portion of Parcels 4 and 5 as shown by Parcel Map No. 32683=i. in the City of La Quinta, County of Riverside, State of California, recorded in Parcel Map Book 213 at Pages 53-55 inclusive, Official Records, Riverside County, California, located in the northeast quarter of Section 30, Township 5 South, Range 7 East, SBM, more particularly described as follows: BEGINNING at the southeast comer of .Parcel 5 as shown by Parcel Map No. 32683-1, recorded in Parcel Map Book 213 at Pages 53-55 inclusive, Official Records, Riverside County, California, also being a corner common to said Parcel 5 and Parcel 6 of said Parcel Map No. 32683-1; Thence South 89°3327" West, along the south line of said Parcel 5 and Parcel 4, a distance of 157.05 feet; Thence North 00°26'33" West, a distance of 65.50 feet; Thence North 89°33'27" East, a distance of 10.00 feet; Thence North 00°26'33" West, a distance of 122.86 feet; Thence South 89°33'27" West, a distance of 106.50 feet to the west line of said Parcel 4; Thence North 00°2633" West, along said west line, a distance of 51.16 feet to the southeasterly line of Parcel 2 of said Parcel Map No. 32683-1; Thence North 50°08'42" East, along said southeasterly line, a distance of 201.50 feet to the south line of said Parcel 2; Thence North 89°33'27" East, along said south line, a distance of 341.55 feet to the west line of Parcel 7 of said Parcel Map No. 32683-1; . Thence South 00°2633" East, along said west line, a distance of 73.29 feet to the northeast corner of Parcel 6 of said Parcel Map No. 32683-1; ' Thence South 89'3327" West, along the north line of said Parcel 6, a distance of 243.68 feet to the northwest corner of said Parcel 6; Thence South 00°26'33" East, along the west line of said Parcel 6, a distance of 294.16 feet to the. POINT OF BEGINNING. Containing 81,662 square feet or 1.87 acres, more or less SAND S 9 .�1Elle_ L Q" ,\ "�� p O ?3 p� LS 5390 Z # N� EXP. 9-30-08 y�46, O \�OQ� FCA t1-2—O� i EXHIBIT "A" LOT LINE ADJUSTMENT NO. ob-�b3 EXISTING PARCEL 4 Parcel 4 as shown by- Parcel Map No. 32683-1 in the City of La Quinta, County of Riverside, State of California, recorded in Parcel Map Book 213 at Pages 53-55 inclusive, Official Records, Riverside County, California, located in the northeast quarter of Section 30, Township 5 South, Range 7 East, SBM PARCEL MERGER No...:_,._. ... LOT LINE ADJUSTMENT No. - APPROVED BY CITY OF LA OUINTA CO MUNITY�EDEVELOPMENDTADEP 'T3 oT BY `� - - Exhibit � i3S S� HiQ_--- EXHIBIT "A" LOT LINE ADJUSTMENT NO. 66-111,j EXISTING PARCEL 5 Parcel 5 as shown by Parcel Map No. 32683-1 in the City of I.a Quinta, County of Riverside, State of California, recorded in Parcel Map Book 213 at Pages 53-55 inclusive, Official Records, Riverside County, California, located in the northeast quarter of Section 30, Township 5 South, Range 7 East, SBM. �t fl IN 1 } 5 r ` ' ) , J, .., ♦fit PARCEL MERGER No. LOT LINE ADJUSTMENT No. 06 • 63 APPROVED BY CITY OF LA OUINTA COMMUNITY DEVELOPMENT DEPARTMENT BY =® DATE 11-3-26 Exhibit Easam; NA.. a Proudly serving the unincorporated ateasl of Riverside County and the Cities of: 'Banning Beaumont Calimesa Canyon Lake oachella Desert Hot Springs y n Indian Wells J. Indio Lake Elsinore La Quinta e F Moreno Valley i< f Palm Desert Perris Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jeff Stone, 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 • (951) 940-6900 • Fax (951) 940-6910 Date 1c,9 City of La Quinta Building Department RE: ( ' CASE # v4Q 0 Cp 6 p 06 , The Riverside County Fire Department is granti location. 9 g u t./ Please call if you should have questio s 760-863-8886 the Fire Clearance for the following f Respectfully r it B Terry DeSoucy Fire Systems Inspector EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2n° FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 f John R. Hawkins Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont Calimesa Canyon Lake Coachella Desert Hot Springs Indian Wells .;. Indio 4. Lake Elsinore La Quinta Moreno Valley Palm Desert s• Perris .y Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT fn cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (951) 940-6900 • Fax (951) 940-6910 September 15, 2006 KKE Architects, Inc. 525 East Colorado Blvd. Pasadena, CA 91101 Re: Non -Structural Building Plan.Review LAQ-06-BP-066 /,78-983 Highway 111 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. 1) 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. 2) The Fire Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 2001 CFC. A fire flow of 1,875 gpm for a 2 -hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. 3) The required fire flow shall be available from a Super hydrant(s) (6"x4" 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. 4) 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/P1V.) 5) Install an alarm monitoring system for fire sprinkler system(s) with 100 or more heads (20 or more in Group 1, 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. 6) 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. 7) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware. 8) 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. 91 9) This building has not been reviewed or approved for high pile/rack storage. Prior to such potential 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. 10), 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. 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. 11) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. 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, Tracy Hobday Chief Fire Department Planner ,e_Cc:mCity of_La-_Quints = Building.Dept� HAPEMP Datata 0drWRCJECTS1 Mft PC%LA046.8P.M.doe I, �JL Walter Brandes Assistant Fire Marshal 2006 CITY OF LA QUINTA COMMUNITY DEVEf OPMFN T 0EPA,RT&4K-N1; Notes: Job: Washington Park Type: t FASCIA WASH 400 SERIES GENERAL DESCRIPTION: The Gardco Fascia Wash is a wall mounted luminaire utilizing high intensity discharge lamps. The contemporary soft form housing is available in a variety of architectural finishes assuring compatibility with the building. A precision refractor optical system provides dramatic illumination on vertical surfaces. Fascia Wash is suitable for outdoor applications and features rugged die cast construction, silicone seals and gaskets, and polyester powdercoat finishes. ORDERING PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS 440 S W� ' Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. Refer to notes below for exdusions and limitations. For questions or concerns, please consult the factory. MOUNTING• 440 S Surface Mount W1 Wall Wash � AUG 1 Q Zp06 i� BY VOLTAGE 25OPSMH 120 320PSMH' 208 350PSMH CITY OF LA QUINTA 400PSMH2 240 27 BUILDING & SAFETY DEPT. 250HPS PSMH Pulse Start Metal Halide 347 400HPS HPS High Pressure Sodium 480 R 1. M132 or M 154- 2.M135orM155 DATE BY OPTIONS BRP Bronze Paint LGP Light Granite Paint F Fusing BLP Black Paint DGP ti Granite Paint WP White Paint OC Optional Color Paint PC' Photocontrol and Receptacle N/A w/480V NP Natural Aluminum Paint Specify RAL designation as shown PCR' Photocontrol Receptacle only BGP Beige Paint er•OC-RAL7024 PCB Button Type Photocontrol LSP Light Sandstone Paint SC Special Color Paint Available in 250w and lower ONLY DSP Dark Sandstone Paint SPeah•must supply color chip SS Side Shields RBP . Red Brick Paint RTC Roof Top Conduit Feed 3. PC and PCR options are available ONLY for units with fight aiming down the wall (direct) "are ugnung reserves the right to change materials or modify the design of its product without 661 Al notification as part of the company's continuing product improvement program. 2ALighting 2661 Alvarado. Street ® Copyright Gardco lighting toot -zoos. All Rights Reserved. international Copyright secured. San Leandro, CA 94577 A Genlyte Company 800/227-0758 510/357-6900 in California Fax: 510/357-3088 , www.sitelighting.com 9 LIGHTING 79115-9310505 f/ h 149,01 FASCIA WASH 400 SERIES SPECIFICATIONS GENERAL: Gardco Fascia Wash wall mounted, outdoor luminaires utilize high intensity discharge lamps. Housing and door frame are die cast aluminum. Precision refractor optical system provides high light levels on the wall. HOUSINGS: Housings are single -piece aluminum die castings. Integral cooling ribs on back and top section dissipate heat from electrical components extending ballast and lamp life. Memory retentive gasket seals housing with door frame to exclude moisture, dust, insects, and pollutants. DOOR FRAME: Single piece die cast aluminum door frame is hinged closed and secured to housing with (2) captive stainless steel fasteners. Refractor lens is mechanically secured to door frame and permanently sealed with silicone gaskets. OPTICAL SYSTEM: Borosilicate glass refractor features prismatic elements precisely molded to refract light at critical angles providing required illumination on the vertical surface. DIMENSIONS 14" ELECTRICAL: All luminaires utilize magnetic HID ballasts that are high power factor and designed for reliable lamp starting to -20eF. Standard metal halide systems are pulse start for increased system efficiency, light output, and lamp life. Mogul base pulse rated sockets are glazed porcelain with nickel plated screw shells. FINISH: Each luminaire receives a fade and abrasion resistant electrostatically applied, thermally cured, (TGIC) polyester powder coat finish. Special colors may vary. LABELS: All luminaires UL or CUL (where applicable) Wet Location labels. Luminaires are Wet Location listed for mounting in any postion, including downlight or uplight configurations. fE 185/32" _31- _.- �.y��.��y ,...rues me "lint to cnange materials or modify the design of Its product without Gardco Lighting 800/227-0758 ratification as part of the company's continuing product improvement program. 2661 Alvarado Street 510/357-0900 in California *Copyright Gardco Lighting 2001-2005, All Rights Reserved. International Copyright secured. San Leandro, CA 94577 Fax: 510/357-3088 A Genlyte Company www.sitelighting.com GARDCO OVISA LIGHTING An Oldenburg Group Company Job: OW1054 Catalog number Lamping choices (lamps are not included as standard) ❑ OW1054-3QF13(120/277V) (3) 13 watt, Quad Compact Fluorescent, QUAD, G24q-1 Base Ballast(s): 120/277V, integral, electronic, H.P.F. Fluorescent. Max Operating amps: .48/.21 ❑ OW1054-2N75(120V) 22) 75 watt, Incandescent, A19, MED ase Max Operating amps: 1.26 Finish Finish ❑ PT Painted (Unspecified) ❑ VG Verdigris Patina Over Copper Options ❑ XPS Express 10 Day Shipment ❑ VAR Variation: Visa Quote Required OW1054 Colonnade Print date: 6/13/05 Pg 1 of 1 Type: Approvals Dimensions 9-1/4" W (width) 20-1/4" H (height) 6-3/8" D (depth) 10" MC (mounting center) Diffuser: Translucent white acrylic half cylinder. Mounting: Mounts to a 4" octagonal electrical box (by others) and with auxiliary holes. Hardware is provided. See the mounting center dimensions (M.C.) on the above drawing to locate the electrical box. The distance between the mounting holes is 17-1/2 in. Wet ©1985-2005 Visa Lighting, 1717 W Civic Dr, Milwaukee, WI 53209 •414-354-6600 • fax - 414-354-7436' www.visalighting.com Sent -By: -O; -�-' 0000000; - —dt�tt r4-U3-3:JiAM �.]�/� V/c •-rr++vti�ew v.� SIGNATURE s,wmc 9% MARCUS AVE. NEWPORT REACH CA. 92663 PHONIK 714612-1673 PAX 949.673-7M 3Zv* 2 718" ---�i DRAWING 6 06130501 V Dia. Stem Spun Alum. Canopy Bi -Pip Base MRl6 Lamp sow lUX Wt al Opal 1/8" Acrylic Tube fated Alum.. Tube �Wf jl .,:•7-T, i raye i A division of t _R _ ENERGY e IMPERIAL IRRIGATION DISTRICT ECEn G� 1 Kh HDPD-DDC ' Sept. 29, 2006 KKE Architects, Inc. Attn: Carlos Olivares 4 Executive Cr., Ste 190 Irvine, CA 92614 Subject: AvailC78983 ircuit Current Calculat> for Cost Plus, for Washington Park,y 111., La Quinta, CA, 2253 for a Service Voltage277/4400A Panel. ; . Dear Mr. Olivares: The available Short Circuit Current at the secondary terminals of the transformer is 21,000 Amps RMS Symmetrical at 480 volts. This is based upon the following information: 1) Transformer size: 2) Transformer impedance: 3) Primary voltage: 4) Secondary voltage: 5) High -side KVA available: 6) Transformer connection: 7) No motor contribution to fault current. 750 KVA 4% 7,200/12,470Y volts .480 volts 185,000 KVA Wye/Wye Please contact me should you have any questions, at (760) 398-5820. LDATE �F Thank You, DING & SAFETY DEPT. �y DEPT. r Carlos Partida Project Manager Sr. CP/ms .__ BY SECFAULT. Ltr. CostP1usLaQ IID ENERGY 81-600 AVENUE 58 - LA QUINTA, CA 92253 Sladden Engineering g g 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax(760)772-3895 April 13, 2006 Project No. 544-2106 06-04-363 Washington 111, Limited 78-365 Highway 111, Suite 351 La Quinta, California 92253 Boa Attention: Mr. Bill Sanchez � � X006 Subject: Geotechnical Update D VG 1 P Project: Washington Park — Phase 3 Highway 111 and Adams Street gy La Quinta, California Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated August 28, 2002, Project No. 544-2106, Report No. 02-08-485. Grading Report prepared -by Sladden Engineering dated June 18, 2003, Project No. 522-2106, Report No. 03-06-372. As requested, we have reviewed the referenced Geotechnical Investigation report as it relates to the design and construction of the proposed commercial development. The project site is located on the south side of Highway 111 between Adams Street and Washington Street in the City of La Quinta, California. The referenced Geotechnical Investigation report includes recommendations for the design and construction of the commercial building foundations. Based upon our review of the referenced report and our previous site observations, it is our opinion that the recommendations included in the above referenced report remain applicable for the phase 3 of the proposed development. Footings should extend at least 12 inches beneath lowest adjacent grade. Isolated square or rectangular footings at. least 2 feet square may be designed using an allowable bearing value of 2000 pounds per square foot. Continuous footings at least 12 inches wide may be designed using an allowable bearing value of 1800 pounds per square foot. Allowable increases of 200 psf for each additional 1 foot of width and 200 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The allowable bearing pressures are for dead and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other transient loading. CITY OF LA QUINTA " BUILDING & SAFETY DEPT. DATE BY. 795' 0 April 13, 2006 -2- Project No. 544-2106 06-04-363 The recommendations made in the preceding paragraph are based on the assumption that all footings will be supported by properly compacted soils. Prior to the placement of the reinforcing steel and concrete, we recommend that the footing excavations be inspected in order to verify that.they extend into the firm compacted soils and are free of loose and disturbed materials. Settlements may result from the anticipated foundation loads. These estimated ultimate settlements are calculated to be a maximum of 1 inch when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed as one- half of the total settlement. These elastic settlements are expected to occur during construction. Resistance to lateral loads may be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.40 between soil and concrete may be used for dead load forces only. A passive. earth pressure of 250 pounds per square foot, per foot of depth, may be used along the sides of footings which are poured against properly compacted native or approved import soils. Retaining walls may be required to accomplish the proposed construction. Cantilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf for native backfill soils with level free -draining backfill conditions. For walls that are restrained, "at rest' pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf. Walls should be provided with adequate drainage. It is our opinion that the remedial grading performed during rough grading and summarized in the referenced Grading report adequately addresses foundation support concerns.. The remedial grading necessary at this time should include overexcavation of the surface soils within the proposed building areas that extend beyond the previously overexcavated building pads. The previously graded building pad areas should be cleared of any surface .vegetation .prior to grading. Building areas that extend beyond the previously graded pads should be overexcavated to a depth of at least 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is deeper. The exposed surface should then be scarified, moisture conditioned and compacted to a minimum of 90 percent relative compaction. The previously removed soils and fill material may then be placed in thin lifts and compacted to at least 90 percent relative compaction. It should be noted that the site is located within a seismically active area of Southern California and it is likely that the proposed structures will experience strong ground shaking as a result of an earthquake event along one of the faults in the region during the expected life of the development. As a minimum, structures should be designed based upon Seismic Zone 4 design criteria included in the Uniform Building Code (UBC). The potential for liquefaction occurring at the site is considered to be negligible. Sladden Engineering April 13, 2006 -3- Project No. 544-2106 06-04-363 We appreciate the opportunity to provide service to you on ' this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING O O Brett L. Anderso No. 9 3 os z m Principal Engineer �1 �m N SER/pc 9rF CMI. OP LIFO Copies: 2/Washington 111, Limited 2/KKE Architects Sladden Engineering 11 i April 13, 2006 r -4- Project No. 544-2106 06-04-363 2001 CALIFORNIA BUILDING CODE SEISMIC DESIGN INFORMATION The California Code of Regulations, Title 24 (2001 California Building Code) and 1997 Uniform Building Code, Chapter 16 of this code,.contain substantial revisions and additions to earthquake engineering design criteria. Concepts contained in the code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon • proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site, is So, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Approximate Distance Fault Type Fault Zone From Site (1997 UBC) San Andreas 9.1. km A San Jacinto 34.0 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site, is So, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, No Ce C„ San Andreas 1.03 1.27 0.44 Na 0.64 N., San Jacinto 1.0 1.0 0.44 Na 0.64 Nv Sladden Engineering