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07-3170 (CSCS)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4hf . 44Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT CApplicatio_n Number: 07 00003170 S R07S 3 Property Address: 44025 JEFFERSON ST APN: 604 -521 -005 - Application description: NEW COMML - STORES 6, CUSTOMER SERVICE Property Zoning: NEIGHBORHOOD COMMERCIAL Application valuation: 337887 Applicant: Architect or Engineer: G 7"f�/ ----------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury th t 18-1 icnsed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi an Pessionals Code, and my License is in full force and effect. License Class: B License No.: 407578 Date: tractor: - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 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: LQPERA11T VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/11/08 Owner: REGENCY MARINITA LA QUINTA LLC 36 EXECUTIVE PARK STE 100 IRVINE, CA 92614 (949)726-6028 Contractor: MERCER CONSTRUCTION COMP 42690 RIO NEDO WAY, SUIT Q TEMECULA, CA 92590 } (951)296-0111 Lic. No.: 407578 OCT 08���� r C1OFLA a,,,.._ ------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 7190000181 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner s as to beco a subjectto the workers' compensation laws of California, and agree that, if I sh beco bje to the workers' compensation provisions of Section 3700 of the Labor I shal w comply with those provisions. 'Date: ' 1j � O_icant: WARNING: FAILURE TO SECURE ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI NAL PENALTIES AND CIVIL with 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 ab ve infor ation is correct. I agree to comply with all city and county ordinances and state laws relating to bu' di onstruc on, and hereby authorize representatives of this county to enter upon the above-mentioned prop y o 'nspe i jurposes. 0. �te: D-80 ignature (Applicant or Agent): Application Number . . . . . 07-00003170 ------ Structure Information 7052 SF SHELL - SHOPS 3 ----- Other struct info . . . . . CODE EDITION 01BMP04E05EN FIRE SPRINKLERS MIXED-USE OCCUPANCY RETAIL SHELL PATIO SQ FTG 2028.00 1ST FLOOR SQUARE FOOTAGE 7052.00 ---------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE .00. Permit . . . BUILDING PERMIT Additional desc SHOPS 3 SHELL BLDG Permit Fee . . . . 1472.50 Plan Check Fee 957.13 Issue Date . . . . Valuation . . . . 337887 M Expiration Date 3/10/09 Unit Charge Per Extension ..Qty, BASE FEE 639.50 238.00 3.5000 --------------------------------------------------------------- THOU BLDG 100,001-500,000 ------------- 833.00 Permit ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 196.76 Plan Check Fee 49.19 Issue Date Valuation . . . . 0 Expiration Date 3/10/09 Qty Unit Charge Per. - Extension ' - BASE FEE 15.00 9088.00 .0200 -------------------------------------------------=-------------------------- ELEC GARAGE OR NON-RESIDENTIAL 181.76 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 181.50 Plan Check Fee 45.38 Issue Date . . . . Valuation . . . 0 Expiration Date . . 3/10/09 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 9.0000 EA MECH FURNACE <=100K 45.00 5.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 82.50 6.00 6.5000 ---------------------------------------------------------------------------- EA MECH VENT FAN 39.00' Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 258.00 Plan Check Fee 64.50 LQPERAIIT LQPEILMIT `Application Number . . . _ . 07-00003170 Permit . . . . . . PLUMBING Issue Date . . . . 10/08/08 Valuation . . . . 0 Expiration Date 4/06/09 Qty Unit Charge Per Extension BASE FEE 15.00 12.00 6.0000 EA PLB FIXTURE 72.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 6.0000 EA PLB ROOF DRAIN 12.00 6.00 7.5000 EA PLB WATER HEATER/VENT 45.00 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 .00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS .00 6.00 .7500 EA PLB GAS PIPE >=5 4.50 .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 . . . 10/08/08 Valuation . . . . 0 Expiration Date 4/06/09 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 7,052 SF RETAIL SHELL BLDG - SHOPS 3 - TYPE VN CONSTRUCTION W/FIRE SPRINKLER CREDIT FOR ALLOWABLE AREA INCREASE (8000 X 3 = 24,000 SF TOTAL) 2001 CBC,CMC,CPC, 2004 CEC, 2005 ENERGY CODES. 2006 DIF FEES ASSESSED. -------------------------------------------------------------------'--------- Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 95.71 ART IN PUBLIC PLACES -COM 1669.43 DIF CIVIC CENTER - COMM 2270.74 ENERGY REVIEW FEE 95.71 DIF FIRE PROTECTION -COMM 317.34 STRONG MOTION (SMI) - COM 70.95 DIF STREET MAINT FAC -COMM 747.51 DIF TRANSPORTATION - COMM 21431.02 Fee summary Charged --------------------------- Paid Credited ------------------------------ Due Permit Fee Total 2123.76 2123.76 .00 .00 Plan Check Total 1116.20 1116.20 .00 .00' LQPEILMIT Application Number . . . . . 07-00003170 Other Fee Total 26698.41 26698.41 .00 .00 Grand Total 29938.37 29938.37 .00 .00 LQPERIMIT Bin # `7 1/-0-25 O 5 City of La Quinta 6D - Building & Safety Division ffeAqY5071s' P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 760 777-7012 Building Permit Application and Tracking Sheet Permit # ^ 1� 01 Project Address: Am GD N Lc12 OF J6i'Ftc��IV 5T• r) F-9510 WARIMC-7 r)r-i,VAOwner's Name: M Agi N ITA - L4 Oul IJt1A' LLG A. P. Number: (App{- —5,21 - QQ ,- 8 Address: 3(,q EX&GUTI VE -PAP-V-1 5U1T6 loo Legal Description: $E6 ATTAC- fEO City, ST, Zip: I RV I U6 ) CA 01 a4,1 �- Contractor: T50 Telephone: 71p - 602.9j Address: n Project Description: IRETA I L SF4OIr' BL)1 LIQ LrzP City, ST, Zip: tA 7YI015 V- N CO ST604-21.ON W Telephone: 5TVGG0.t G LT U 26D State Lic. # : City Lic. #; $Tp E EKT6P-1012. FIN15K65 T(Lti Arch., Engr., Designer: KT(Y 6POUI°) (NG , 13UI L - OF ROOF AR606, TENAU Address: 17 9I 2 Nt 1TCH BUL toUtH NILU INCLUDE EC -TAIL- 1ge;mLvART city, ST, zip: (12YI NE , CA 2 (o (.4' CGU AN 0 S T le hone . `9- 2� D S I DAVID MtCkRSL »> a S t te Lic #: G Z40 n structin Type: e: V N Occu ancY• M Project type (circle one): Add'n Alter Repairair Demo Name of Contact Person: M I C-PA&L, FLfNN AIA Sq. Ft.:#Stories: DNS #Units: Telephone # of Contact Person: U Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Me Grading plan 2nd Review, ready for corrections/issue EI a d , Subcontactor List Called Contact Person m ing ,) Grant Deed Plans picked up 4i S. , 9 Z H.O.A. Approval Plans resubmitted d n �NOF�A IN HOUSE:- '"' Review, ready for corrections/issue Developer Impac T, Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 00. ov Comments q��1 07 �1FIEDsc�o BERMUDA DUNES rn RANCHO MIRAGE %�A INDIAN WELLS PALM DESERT ,y LA QUINTA 1 Q1 NaO D O 604-521-005 La Quinta 3 Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, 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 $0.47 X 16,332 S.F. or $7,676.04 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 OC/Wachovia - Catherine Reyes Check No. 1600256508 Name on the check Telephone 949.221.6293 Funding Commercial By Dr. Sharon P. McGehee Superintendent Fee collected /exempted by Sharon MCGllvrey Payment Recd 0.00 y. $7,676.04 = :riQver/Unmade Signature ' �;M •' , NOTICE: Pursuant to Government Cod"66020(d)(1), ll 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 without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road Date 8/13/08 La Quinta, CA 92253 No. 30160 (760) 771-8515 Owner Regency Marinita - La Quinta LLC - APN # Address 36 Irvine Park, Suite 100 Jurisdiction City Irvine Zip 92614 Permit # Tract # No. of Units Type Commercial Lot # No. Street S.F. Lot # No. Unit 1 44025 Jefferson Street 6917 Unit 6 Unit 2 44155 Jefferson Street 4434 Unit 7 Unit 3 44275 Jefferson Street 4981 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments q��1 07 �1FIEDsc�o BERMUDA DUNES rn RANCHO MIRAGE %�A INDIAN WELLS PALM DESERT ,y LA QUINTA 1 Q1 NaO D O 604-521-005 La Quinta 3 Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, 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 $0.47 X 16,332 S.F. or $7,676.04 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 OC/Wachovia - Catherine Reyes Check No. 1600256508 Name on the check Telephone 949.221.6293 Funding Commercial By Dr. Sharon P. McGehee Superintendent Fee collected /exempted by Sharon MCGllvrey Payment Recd 0.00 y. $7,676.04 = :riQver/Unmade Signature ' �;M •' , NOTICE: Pursuant to Government Cod"66020(d)(1), ll 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 without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting _ t fA EsGil Corporation In Partnership with Government for Buifding Safety DATE: September 8, 2008 ❑ &EPLICANT ❑ JURI . JURISDICTION: La Quinta ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: 07-3168 to 3170 SET: III PROJECT ADDRESS: '44-175 Jefferson St. PROJECT NAME: Shops 1, 2, 3 (JEFFERSON SQUARE RETAIL CENTER) ® 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. r ❑ 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 Mail Telephone Eby: ) Fax In Person Fax #: ® REMARKS: Please see the attached revised "Fixture Counts for Shops 3 building for added restroom. The shops 1 building and Shops 2 building fixture Counts have not .changed. By: Abe Doliente Enclosures: Esgil Corporation ❑ GA ❑ MB ❑ EJ ❑ PC 8/29/08 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax(858)560-1576 T-Vf 4 4 a" P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT (760)777-7012 FAX (760) 777-7011 r To: Greg Butler, Building & Safety Manager To CDD: July 11, 2008 From: Les Johnson, Director -Planning Due, Date: Jul .24 2008 Permit #: 07-3168,69,70 Status: eview Building Plans Approval (This is an approval to issue a Building Permit) The Planning Department has reviewed the Building Plans for the following 4 project: Description: . Shops 1,2 & 3 Address or General Location: 44-175 Jefferson St. Applicant Contact: Adrain Mora (562)863-1981 Ext. 123 The Planning Department finds that: ❑ ...these Building Plans do n6t require Planning Department approval. ...these Building Plans are approved by the Planning Department. °...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are mad please return them to the Planning Department for review. C�U� Les Johnson, Director -Planning Date '12 — Aeir n r ADDRESS REGENCY CENTERS uamatwr�t sm, ua ahyh 9l6t� 60891 SHOPS 1o.e.� - 44.275 Jp1}Yese1 5a:eeY SUITE lot (da) ne. mm n v SURE toe- — — SUITE tog — — SUITE lot (Ma) _ MAJOR - 44.225 SRnT — SHOPS 2 - 44.155 JsfP— Sm- — — SUITE tot y SURE tae— SURE 1e; — —_ SURE 1.4 (FUTURE POTENTIAL)GbQ 0 owrt�udu,ww.eemi�oy,h, r—" FRESH AND EASY • 44.I2S .k aeol 9oxlr '�• y SHOPS 3 -44•o25 .ryfay.%Sjae{ SITE SURE tot (..em) PLAN SURE d A-100 SUITE SURE te} SUITE to5 Cvs� DRUG - 44.05 iqf moi *-ZT PAD A• 44-n5 Jeffsm-1 5i -q t�wl JEFFERSON SQUARE La Qaiata, CA ' REGENCY CENTERS uamatwr�t sm, ua ahyh 9l6t� 60891 z 0 0 CONTACT CATHERINE REYES OF KTGY , GROUP INC. FOR ANY ADDITIONAL X INFORMATION. 0 949-221-6293 ®' %MOBIL y —w Fbm pond m'upn 4Yu1 DmWM ups 0 owrt�udu,ww.eemi�oy,h, -- --- - z nvrwa a na ry 0 N amus ntivto Q �."� Sooner .l�r�salt Avmss Mw LEGAL DESCRIPTION —w Fbm pond m'upn 4Yu1 DmWM ups dolKt bYi�n 11dtlo ITL owrt�udu,ww.eemi�oy,h, addM� ' s�dm MM tlir SITE m w„,.,,,d,d PLAN d A-100 CITY OF LA QUINTA - PUBLIC WO PUBLIC WORKS CLEARANCE FOI Form updated & gi DEPARTMENT GREEN SHEET .EASE OF BUILDING PERMIT Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or -applications which cannot be processed will be returned to applicant. Date: bG'C -7 2008 Developer: tApgjorna' 1A QU101- Tract No.: Tract Name:.3EFfE.RSaJ 5ouARt-Lot No -(s): APP: (ro'/• 52.1.=6 Address(s): y�/: - JEFF,9RScrJ. Phone Number: cl y q -- 2;.I — irZ9 co !! 3 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 S TRACT HOMES: PROVIDE ITEMS #1, #2, #3, #4 (AS APPLICABLE) AND #6 BELOW �:�OMMERCIAL BUILDINGSIOTHER: PROVIDE ITEMS #1, #2, #3 AND #5 BELOW RECEIVED WALLS: PROVIDE ITEMS #7 BELOW :• SIGNS: PROVIDE ITEMS #8. BELOW OCT 0 i 2.008 OTHER: PROVIDE ITEM #9 BELOW / me t Services ( 1.) Attach Pad Elevation Certificates in compliance with the approved des�V�t�eion for building pad J (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 02 Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which ha e a reviq usly a proved geotechnical certification are exempt from this requirement. ��� ( Mretl"egAaAlloo�tsi� � it -cam �L-W33.. Attach recorded final map or title information/grant deed showin roposed buildin location. Final maps may be viewed at the following website: �oluow6 �� � � �� �( T- http://www.la-guinta.org/PlanCheck/m search.aspx S��" -Lr "�'� - l c� h11z:. 4. Attach a completed <1 acre per lot or infill project Fugitive ust ontrol project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately wittJIN08 grading plans & are subject to additional requirements. A current PM10 certification number is required. .Attach a copy of the precise grading plan to the Public Works Department showing building location(s). AO flood zone developments will require an approved flood plain development plan. 6. Attach an approved rough or precise grading plan for the building location(s) for pad elevation verification or City plan set number if available. Plans may be viewed at the following website: http://www.la-guinta.org/PlanCheck/m search.aspx 7. Attach wall plan & related approved grading plan. 8. Attach sign layout/plan & related precise grading/landscape plan. 9. Attach supporting documentation for grease trap or special facility installations. I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of th�pj proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my_f'dings, the above project be released for building permit issuance. Recommended by: Dated: Public Works Distribution: (_) Green Sheet to Building & Safety (_) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: Page 1 of 4 at>^ ct7,di a�a FIR t w"IMM Proudly serving the un incorporated areas of 'R i vers ide Ccuttry and the Cities of: Banning ., t3.^.aunwnt Calimesa Canyon Luke 0. Cnach+ala Deseti Hoi Strings Indian Wclls z Indict .Lake kasinorc La Quinta Moren6 Valley Pahn De: ch Perris ' Rtrneho Mirage Rubidoux CSCE San Jacinto Temecula Board orSupervisoB Bob Busier, DiStriet I John •ravagiione, District 7 Jef7` Stone:, Distrio 3 Roy Wilson, District 4 Marion Ashley, District 5 RRIERSIDE COUNTY FIRE UE:P.A.0 TM.:EN'T fri cooperaiio.n -with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, Californla 92570 • (951 ) 940-6900 • Fax (951) 940-6910 Nlay 21, 2008 :DRC 800 S..Rochester Ave. STE. C Ontario, CA 91761 'Re: Water System Plan Review LAQ-TR33803 Jefferson Square La Qu.irtia, C.A. The above referenced water plans have been reviewed and are acceptable by the Riverside County Fire Department w.i h the following corrections: 'T'lt.e County Fire Department nrust witness the following tests: A hydrostatic test of 200 -psi pressure for two (2) hours or at 50 psi in excess of file maximum static pressure when it :is .in excess of 150 psi shall be witnessed by a ii.re inspector prior to covering piping joints. Test is done from check valve to fire sprinkler .riser. 2. System flush inspection at fire sprinkler riser.. 3. A final inspection :is .required. Blue retro -reflective pavement markers shall be .mounted ori private streets, public streets and driveways to indicate location of fire hydrants. The required -mater system including 'Fire .hydrants shall be installed and accepted by the appropriate -water agency prior- to any conibusti.ble building material being placed on an individual loticonstruction site. All questions regarding, the meaning of these conditions should be refeiTed to the Fire Department ]'fanning & Eugi.neeririg staff at (760) 863-8886. Sincerely, By .las n Stubble Fire Safety Specialist r DOC ft 2004-0522326 07/01/M4 WW Foe:30.00 { IIY'NAfM�t1ALTT[LE00 PARV t or 5 oec.r rox ?aid _ Racordad m Otflual Rvicerdc County of Riveralda Gary L. Orae RECORDING REQUESTED BY Aimesnor, Cwmty Clerk It Rocarder AND NVIiEN RECORDED MAIL T0: RPganry Harinita-La Quinta, LLC �I C/o Regency Centers 555 South Flower street, suite 3500 LAngeles CA 900714ttenti,on: Chad '-' • -.6 a °"` `� °` '�` �° Braithvaite -� T�fI O -2o SP A P l 1 ei.' ,DO crus Kb ..••. A.P.X 604-521-004-8 Documentary Transfer Tax is not of public record and is shown ort a separate.shett • V� GRANT DEED THIS GRANT DEED is made and entered into this �! day of_)vkA 2004, by JCFFCRSON WARING, LLC, a California limited liability company ("Grdlttor` , ld in favor of REGENCY mARINITA-LA OUI14TA LLC, a ("Grantee"). Delaware mitre a y copany WITNl: gTH: For good and valuable considtration, the receipt and sufficiency of which is hereby Belknowledgcd, Grantor htmby GILANTS, to Grantee that certain real properly in the City of La Quinta. County of Riverside, Stats of Cal'lforria (the "Property"), mon' particularly deserbed as follows; - I-EGAL. l SCRIPTTON IS ATTACHED HERETO ASiJm C�j AND INC 0R PORATrD .I.iCR LIN BY Tl -HS REI'1;RENCE. S46JBC7"r0 the tblJowing: (a) all liens, oncumbrarwes, casements, covenanis, conditions, restrictions and other matte of record; (b) all matters which a correct survey of the Property would disclose.; (c) all matter's which could ba ascertained by a physical inslxc$on of the Property; (d) o lie» not ytt, deli for tares for rest pmpcny and lxrsonat ptnperty, and nny general or spnial assessmct i the Propclt}; and (e) huilding and zoning. ordinances and regulations and an oth. ordinances, or gpvemn:ental rcgulatinns restricting, regutsting or ictal ng tot c rte or enjoyment ofthc Properly. jSign�tlucs on roxt RIVERSIDC,C:A Document: DD 2004.512.;26 P,ge) of printed oa 10/250-007 4A R:5211M Provided by Mm Tracc System rXECUTED as of the day and year SO (Orth above. GRANTOR: JUVERSON' WARM, [A.C. a Califomia limited liabiiity co Namt: Title: RlVLKSlD)I',CA L)twumem: DD 2004,512326 Page 2 ()1,5 Primcd oil I0.'25"2007 118:56 I'M *"Tovijctlb.,..I)i%l:,,l,r5cc.,.�,.N.StctlI aa -11 MO -�(l papi.tOIJ Nd 6S:RI:[ WOV5Z`01 uo p»uud c JO t, a'ed 9U'z(s,root(10:IQ wO-',O(l V7•A(Ifs)MAN ' ti t e4e2s pue Alum) ppQt'Sl'03G �0s3uassun�r•t71 pTes sc4 putt UT oTTgnd Amaoµ t_4t;{'t;.''J 4Yl0YaNrig �l.1 n• 'Iea$ TvToTaao pue pctvtt doa 553t{ZIM • -4u>ac�cu-4s uT aq2 p92=axa 'pa23v (s)uoszad ag-4 gortln ;o aTvgaq uodn AIT;ue at{l xo '(a)uosaad aq-4 -4uaeas-4suT aq-4 uo (s)axnavu6ts *Taq-4/.xaq/Sjtt Aq -4etn ptty '(9aT)d-4Tovdtr_• paaTimpne -T5aq-4/-12t4/9tq UT aces aq-4 pa-4ttaaxa {airy/aqs/eg :eq -4 019 0-4 pa69aTnouxoa puv 2uaam24euT uTtt-4Tn ut(x o; pagT=sgna aav/sT (slaaau a9ottA (s)u09Yed 2142 aq 02 (eouopTna d.zo-400aaT-4v9 ao sTsttq 214-4 uo an o-4 psnoxd ao) act o-4 urtouX XTTuuossed ' "�59'�"1y7 — pessadde ' dliauoszad 'p®u6Texvpun at;y .'ae a o;aq OlT 'OG u0 ,.,a api'�r.bC 30 hLk[t00. ( YIN2lodI-Lyo 10 3LY•LS i Government Code. 27361.7 I csrilfy under the peualty of perjury that the notary seal on this document reads as follows; Name of Notary: CAROLYN QUIJALVO Date Commission Expires: DEC )5, 2004 County where boud Is Piled: SAN JOAQUiV Commission. No.: 1284849 N9anufacturer/Vendor No°: MEP -I Piace or execution- Newport Beach Date- .lune 27, 2004 F t AL r ITLE COMP,4 Ill\+1?I1SIt) 1:,CA I)oc.uinenr DD 2004. 1236 Pfintat on Joi25,,2007 3:19:03 PM Propidcd by Daui 1'rcc System Pagc a of EXHIBIT A TO GRANT DEED DESCRIPTION OF PROPERTY That certainmal property in the City of La Quintu, County of Riverside. Slate of California, more particularly described as follows: A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BENNARDINO BASE AND MERIDIAN, AS SI•IOWN BY UNrrED STATES GOVE•RX.MrNTSURVEY. r SAID PROPERTY IS ALSO SHOWN ON RECORD OF SURVEY ON FILL IN BOOK 8, PAGE 8 OF RECORDS 01: SURVEY, RIVERSIDE COUNTY, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NOR77HCAS1' CORNER OF SAID SECTION 20; THENCE ALONG THE NORTH SECTION I.TNE OF SECTION 20, SOUTH 89' 2R'48" WEST, 8L.25 FEET; THENCE SOUTH 00'3 1' 12" EAST, 55.00 FEET TO THE TRUE POINT OF BFGrANtNG; MENCF. RUNNING PARALLEL. TO AND 55.00 FEET SOLITH OF THE NURnI LINIE OF SECTION 20, SOUT}I 89° 28' 48" WEST', 551.92 f'IiL-f; THI:NCE SOL1'H 00° 20' 20" FAST, 814.54 FELT; TRENCE NORTH 89° 31' 36" EAST, 577.00 FEET TO A POINT55.00 FELT WEST OF THE FAST LINE OFSECTION 2D; THENCE RUNNING I'.ARALLEI. TO ANI) 55.00 FrLl' WEST' OF THE E,•lS'F I.iNL OF SE•CTiON 20, NORTH 00° 20`20" WEST, 789,93 FELT, TO THE BEGINNING OF A TANGENT 25.00' RADIUS CURVE, CONCAVE SOUTHWESTERLY; THENCE NORTH WE•STFRLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAN_ A11,101-1301790'19 52". A DISTANCE OF 39.35 FM', -1.0 THE TRUE POINT OF BEGINNING. Assessor's Parcel No: 604-521-004-8 h' IPOM56591 RIVLiKSID1i,CA' Document: DD 2004..512326 Pare 5 of'5 I'Tinted on 10:12512007 3:19:06 OM Provided by Data Tmcc Sysicn; P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 . September 15, 2008 Ms. Catherine Reyes KTGY Group, Incorporated 17992 Mitchell South Irvine, CA 92614 RE: Plan Review Extension Request — Jefferson Square. Dear Ms. Reyes: BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 I have reviewed your letter dated September 11, 2008 requesting a time extension for the Plan Review of the commercial buildings proposed at 44275, 44155, and 44025 Jefferson Street submitted under Application numbers 07- 3168, 07-3169, and 07-3170, respectively. Plan review status: Original application date: 12/19/07 180 -day expiration date:. 06/16/08 180 -day extension date: 12/15/08 Under the provisions of 2001 California Building Code Section 107.4, your request is hereby granted. Because the Building Code specifies that "no application shall be extended more than once," please be advised that unless a building permit for this project is . issued on or before Monday, December 15, 2008, your applications will expire automatically. Yours truly, ATZ Greg Butler Building & Safety Manager September 11, 2008 To Mr. Greg Butler: KTGY GROUP, INC. Architecture Planning 17992 Mitchell South Irvine, California 92614 949/851-2133 FAX 949/851-5156 We hereby request an extension of our application for the Jefferson Square project. (Plan check numbers 07-3168, 07-3169 & 07-3170). We expect to have our Public Work approval within this month. We are scheduled for ALRC Final Landscape Review on Oct. 1St. Burt Hanada is our plan checker and he informed me today that EsGil has approved our plans. It looks like we are almost there! Please let me know if you need any additional information. I can be reached by email at creyes(c�l, t .com or my direct telephone line, 949-221-6293. Thank you, Catherine Reyes Project Manager KTGY Group, Inc. Page 1ofI Greg Butler From: Greg Butler Sent: Monday, December 08, 2008 11:56 AM To: 'Catherine L. Reyes' Cc: Stan Sawa Subject: RE: Jefferson Square- any extensions left? Attachments: Jefferson Square Shops 1 Fees Due.pdf Dear Catherine: Because the Shops 1 building was submitted, reviewed, and approved under the 2001 California Building Code, additional extensions are not permitted, as noted in the closing paragraph of my September 15, 2008 letter. When the developer does chose to proceed with construction of Shops 1, building plans and supporting calculations prepared to the 2007 (or most current) Code need to be submitted to the Building & Safety Department, reviewed, and approved. Basically, just treat it as though we've never seen it before. checked with Stan Sawa, your project planner, on the requirements with his department. Stan informed me that their approval is valid for two years from the time it is granted. I recommend reading through your approval documents from him to familiarize yourself with the Planning Department timeline or deadlines. If you have specific questions on that aspect of the project, or if the project gets delayed long enough that you're flirting with an expiration there, contact Stan Sawa directly at 760-777-7064, or by e-mail at ssawa@la-quinta.org. There is one piece of unfinished business related to the Shops 1 application. On December 19, 2007, a $700 plan review deposit was paid against that building. A portion of the plan review fees has yet to be paid. This usually take care of itself when the building permit is issued. However, since it appears that this permit may not be issued, it is essential that the $290.45 balance remaining still be paid for the completed plan review. Please see the attached PDF for an accounting of the amount due. Payment by check payable to "City of La Quinta" and mailed to me is acceptable. Please reference • application #07-3168. Yours truly, Greg Butler, Building & Safety Manager City of La Quinta PO Box 1504 La Quinta, CA 92247-1504 From: Catherine L. Reyes [mailto:creyes@ktgy.com] Sent: Monday, December 08, 2008 7:32 AM To: Greg Butler Subject: Jefferson Square- any extensions left? Hi Greg, On December 15, our application to pull permit on Shops 1 will expire. I wanted to check to see if I could have another extension. I know that Regency is not able to pull the permit on Shops 1 at this time. If there are no extensionsleft, what will be the permit procedure for when Shops 1 does come back into the picture? Do submit to Planning Department again? Or just Building and Safety? Will it have to be revised to meet the 2007 building code? Thank for your help! 12/8/2008 John R. Hawkins Fire Chief Proudly serving the. unincorporated areas oeRiverside County and the Cities of`. Banning Beaumont, C'alimesa Canyon Lake Coachella Descirr Idol S�irin .Indian Wells intlio Lake t lsinorc La Quinta Moteno Valley Patin Desert Perris Rancilio Mira -e Rubidoux CSD San Jacinto '[°�mecula Board ol'Supervisois Boh Buster, District I John Ta vaglione; District 2 Jeff' Sumc, District 3 Roy Wilson, DI5tt7et 4: 11arion Ashley, District 5 R[VER:S'IDE COUNTY FIREDEPARTMENT In: cooperatioat with the California Department of Forestry and Fire Protection 210 West San,Jacinio Avenue PeMs, California 92570 • (951) 940-6900 • Fax (951) 940-6910 May 21, 2008' .DRC 800 S: Rochester Ave. STE C Ontario, C x..97.76:1 Re: eater System Plan Review LAQ-TR33803 Jefferson Square La Qui:nta, C.A The above.referen&d water plans have been reviewed and are acceptable by the Riverside County Fire Department with the .follo.wing corrections: The Countyk'i:re Department must witness the following tests: A hydrostatic test of 200=ps:i pressure for two (2) hours or at 50 psi in excess of the tnaxinitim.. static pressure when itis to excess of 150 psi shall be witnessed by a fire inspectorprior to coven.ng,piping 'ot.rits. Test is done from. check valve to fire sprinkler hser. System flush. inspection at fire sprinkler riser.. A:final inspection is required. Blue.retto.-rellect'ive pavetnentmarkers shall be mounted on private streets, public streets and driveways to indicate ;location of fire hydrants. The required water system including fire..hydrants shall be installed and accepted by the appropriate water agency prior to any combustible building material being placed on an individual loticoilstruction site. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, Lr By Ja�nStubble .Fire Safety Specialist Zi CITY OF LA QUINTA SUB -CONTRACTOR LIST JOB ADDRESS - PERMIT NUMBER OWNER BUILDER This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must'be approved by the Building Division prior to commencdment of work. Failure to comply will result in a stoppage of work and/or the voidance s k ;!A:. ...ter„ :. 1: r e 1% nnr,!; • hla traria all informatinn ranitactad halnw must hp rmmnlete.d by annlirant_ "On File" is not an accentabla response. ... ...........y r.,......... .... .. Trade /Classification ...-.... err..—__._ .. :. _. ___. _.. .... __...__-_•- ... ... �. .; .�..•�io^'$H Contractor ---�-----�— _- R : ^!",' 2 <>a.; £ .,..,n.: u SiaRerOontraetdr's Llccme ___ - - - - - : rtt+',:,�7 x':.7".9:§• jgr•>x• ::Q::. aratio nsurariC '- ,.3. W,orkersCom _ n ni e ' `Cit . Biisinegs License %s Company Name Classification (e.g. A, B, C -B) License Number (1xx�xxxxxx+)G Exp. Date Carrier Name (xx/xx/xz) (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date' (xxlxx/xx) Licerise Number (xxzx) Exp. Date !xx/xx/zx) EARTHWORK (C-12) .: V0� <e. U f7 1 ul O't J iC3l' EyeftSi 1J0.( . o, aW l` 1-D 0l COn1CRETE (C 6) ` I Y. /„ 1Q '.G (t'36•atJlO DEiUS a�K QO�O I'L IDI O� FRA7 ';.'/C. ,' _ ��J 1'31'aU �I/) 7MING;(C-5) Gsi- C•a� STRUCj:"STEEI (C=5a} =A� a C- �afcaGlD �TQif :•sem::.^ MASONRY (C-29) PLUMBING (C-36) ' . C .0 i Le /+ 3nv N U "Cols • CO • A LO1 . S 2,�a 08 (ATH: PLASTER (C-35) Qj S RDL RWRD900 t DRYWALL (C-9).,. % ? �j C. ��[�� olw i2emad p• u i-IUlOD33 g' 1-1139 .. Cv� 1•>e ti C a 3�lgsa ►u 3) u� E"`��.,� ���Wkr, u E 1JU -I of saLlvq ,. IIECTRICAR(C=1Q1':'.`. C w tau Snc vr4vs (p izc ��. swar+e $•3�"(�I E 1v 333 `qD I 1 t 1 RQQFlNG.(G:39) '`' .'. �• �J �J` 7'�J1'U 9):S19 O 1 DO . SHEMETAL IG 43)' (� 3gT . L 3 C -S1 4s1%�3�'1 531'.iC) ctEc -O�0 a -1-0 .LAZING (C;i�►? r . `:. p,,, .G�. - Gni:. 4 � C 1� g() b t{'3l7'iD �CtUS Tint k 0 i 1)li 10100 I� U INSULATIONW_2). •...: q �L 'C(LQ� S3� iD ��US�u� �0 • 0� 2J�1 3a�3 3'31- SE{IVIA(3 DIS1?;- (0-42) ., PAINTING (C=33) �7EI-)� 1>tUS 00. V�DkM i k q CERAMICTILk(C-54) CABINETS (C-6). ' FENCING K—'13) • =• LANDSCAPING (C47) J ( l.'C7� Q 1� �j� �l'�Jl'�P �� swct0.cC �CN��J Vas, POOL (C-53) - Aug 05 2008 10:07AM IID ENERGY 7603915999 p.3 41&B4f(�tioSlrce't rL�le�130 Marrrlelo,•Cua►or+I cn:9356.° 451.&S4_Q�lS May 26, 2008 Imperial Irrigation District Mr. Jose Gerardo 81600 66th Ave. La Quints, Ca 92253 RE: Availablo Fault Current for Jefferson Square at Fred Waring and Jefferson Jose, My client, Regency Centers, has requested Information regarding the available fault current for the Jefferson Square project at Fred Waring and Jefferson. Please forward the requested information at your earliest convenience. Feel free to contact me with any questions. ��%a a 2• �' _ Buildings: iSok vA � z o 8 Y Shop 1 800AMP 1201208v .�- Shop 2 Ufa• 2.2 SWAMP 1201206v -- $opic�'A 2e'BY f- •• 3?� 8'S�.�.•!t S S Shop 3 1600AMP 1201208v •-- / SD Is-v^c Z o 8 v '—' F. - CVS 'gay2.Z.800AMP 1201208v .._. $0& Kurt V, Zoev -. 3?, S61 a� Fresh and Easy 1200AMP 1201208V �e`3 m d kV 0. t Zo 8 V -- s 3 i, Pv f A-, OSH 3 800AMP 2771480v Sefl kvA, G ab% Y -- : ti, aSb No- reBank Bankof America 800AM P 128=84 Thank you, UTILITY SPECIALISTS Rich Hemaley Assistant Project Manager rchOutllltyspecialista.com La Quinta 07-3168 tO 3170 January 8, 2008 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: AM -664 - 52.1 -COQ 5W ca oer, 3 et't KSaJ FRED vJAV ' rt PLAN CHECK NUMBER: �� s OWNER'S NAME: MA Raaf i R LA 4U1 pTA L� COOTACT oM r'�t ODt.�Tor1 I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record,.will be responsible for employing the special inspector(s) as required by Unif r Building Code (UBC) Section 1701.1 for the construction project located at the ;ite liste7 l bvp. UBC Section 106.3.5. �, riIRAffffAm I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. EngineefslArchitect's Seal & Signature Here 'Signed 1. List of work requiring special inspection: ® Soils Compliance Prior to Foundation Inspection Field Welding [� Structural Concrete Over 2500 PSI ® High Strength Bolting ❑ Prestressed Concrete ❑ Expansion/Epoxy Anchors ❑ Structural Masonry ❑ Sprayed -On Fireproofing ❑ Designer Specified ❑ Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. K �. AZA 55cc 1 Ams B. C. 3. Duties of the special inspectors for the work listed above: B. C. Special inspectors shall check in with the City and present their credentials for approvalnp 'or to beginning work on the job site. NOTED HAVE BEEN CORRECTED. ' CONTINUOUINSPECTION 2. SPECIAL INSPECTION: PER UBC SECTION 1701. 12 DUTIES & RESPONSIBILITIES OF THE INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK 13. ASSIGNED FOR CONFORMANCE WITH THE APPROVED SLAB ON GRADE DESIGN DRAWINGS AND SPECIFICATIONS. YES B. -THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION 14. REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, & OTHER DESIGNATED PERSONS. CONCRETE & DURING ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE FOR QUALITY CONTROL ONLY ATTENTION OF THE CONTRACTOR . FOR CORRECTION, THEN, 15. IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL WALL, COLUMN FOOTING (f'c= 3000 INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S YES KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CURRENT RI III nwc rnnr CONCRETE & DURING ITEM ' CONTINUOUINSPECTION �ERIODIC INSPECTIONREMARK SLAB ON GRADE -- YES PRIOR TO POURING OF (f'c= 3000 PSI) CONCRETE & DURING FOR QUALITY CONTROL ONLY THE TAKING OF TEST SPECIMENS E WALL, COLUMN FOOTING (f'c= 3000 -- YES PRIOR TO POURING OF PSI) CONCRETE & DURING Z THE TAKING OF TEST v SPECIMENS GRADE BEAM (f'c= 3000 PSI) YES -- PRIOR TO POURING OF CONCRETE & DURING THE TAKING OF TEST SPECIMENS & PLACING OF REINF'D CONCRETE BOLTS IN CONCRETE (A307) -- yEg PRIOR TO AND DURING THE PLACEMENT OF CONC. AROUND BOLTS STRUCTURAL STEEL YES Ko an (ELECTRODE= E-70xx) DURING THE WELDING JJ G_3 REINFORCING STEEL (ELECTRODE= E-90xx) YES DURING THE WELDING HIGH STRENGTH BOLTS (A325) YES -- DURING INSTALLATION OF BOLTS AND TIGHTENING PLYWOOD DIAPHRAGM NAILING __ YES PRIOR TO COVERING UP PLYWOOD SHEARWALL AND HOLDOWN -- YES PRIOR TO COVERING UP METAL ROOF DECK WELDING —_ YES PRIOR TO COVERING UP GRADING, EXCAVATION AND FILLING YES YES DURING EARTH—WORK GRADING AND FILLING (SEE SOIL REPORT) ITEM REQUIRED SRUCTURAL OBSERVATION BY ENGINEER OF RECORD NONE ULr LKKLU I I LMS: 1. CONTRACTOR SHALL SUBMMIT ALL ITEMS LISTED BELOW TO THE ARCHITECT OR ENGINEER OF RECORD FOR REVIEW AND FORWARD THEM TO THE BUILDIING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. 2. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR .DESIGN AND SUBMITTAL DOCUMENTS, HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 3. ITEMS TO DEFERRED: a. ROOF TRUSS JOISTS. GL 1. 2. 3. 3 5. 6. 7. 8. 9. GE 1. KrdZan & ASSOCIATES, INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 11, 2008 Regency Centers Mr. Tom Middleton 36 Executive Park, Suite 100 Irvine, CA 92614 RE: Compaction Testing Proposed Jefferson Square (Phase 1) Fred Waring & Jefferson La Quinta, CA. Mr. Middleton: KA No.: 126-08033 PIT g � U T T SEP 15:1008 In accordance with your authorization, we have performed compaction testing on subgrade soils for the building pads associated with the above -referenced project. This report documents the tests and limited observations performed between August 18, 2008 and September 11, 2008. Compaction or relative compaction is defined as the in-place dry density of the compacted soil divided by the laboratory -compacted maximum dry density as determined by ASTM Test Method D1557, expressed as a percentage. Measurement of in-place density of compacted subgrade was performed with a nuclear density gauge in accordance with ASTM test method D- 2922. FINDINGS The results of the tests performed on the subgrade soils in the area of the proposed building pads located at the subject site indicated that the required relative compaction of 95 percent was met or exceeded. The attached table presents the results of the in-place density tests performed on the building pad. The,depths cited are referenced from estimated finished subgrade. Based on our observations, the referenced building pads have been prepared in accordance with the project geotechnical engineering investigation report. LIMITATIONS As scheduled, our services were limited to intermittent testing of the completed subgrade. The test results provided are valid only for the Iocations tested and could vary with time due to construction activities or weather impacts. The engineering evaluation of the structural integrity of the entire section is beyond the scope of this work. As our client, please recognize that construction observation and testing services are techniques employed to reduce the potential for deviations from the approved plans to become incorporated into the completed project without appropriate engineering review and approval. Performance of construction observation and/or testing services by Krazan & Associates' field personnel is not Offices Serving The Western United States 43379 Business Park Drive, Suite 300 • Temecula, California 92590 •.(951) 694-0601 • Fax: (951) 694-0701 KA Project No.: 126-08033 Page No. 2 insurance, nor does it guarantee construction of any type. Even with diligent observation and testing services, some construction defects may be missed. In all cases, the contractor shall retain sole responsibility for the quality of work, for adhering to plans and specifications and for repairing defects, deficiencies or omissions, regardless of when they are found. We have performed our services in a manner consistent with the standard of care and skill ordinarily exercised by firms of our type practicing under similar conditions at this same time and locality. However, we do not undertake the,guarantee of construction or production of a completed project conforming to the project plans and specifications. No warranty is expressed or implied. We appreciate the opportunity to assist you on this project. If you have any questions regarding the reported test results or require additional information, please contact our office at (951) 694- 0601 for assistance. Respectfully submitted, KRAZAN & ASSOCIATES, INC. J e M. Kellogg, Project Engineer Distribution: (2) JMK/dmw O0?,C F ESS,�ti 1 s� EXP Mo! -ug Krazan & Associates, Inc. Offices Serving The Western United States Proj. No. 126-08033 I. Laboratory Compaction Curve Data (ASTM D1557) Soil Curve Max. Dry Optimum Soil Description Classification No. Density c Moisture Silty Sand Silty Sand It. Field Density Tests SM SM A B 110.0 119.0 12.5 8.5 Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Density Percent Compaction Required Shop 1 August 18, 2008 1 Building Pad Shop 1 A -5.0-6.0 107.3 7.3 98% 95% 2 Building Pad Shop 1 A -5.0-6.0 107.3 9.6 98% 95% 3 Building Pad Shop 1 A -5.0-6.0 108.7 8.6 99% 95% 4 Building Pad Shop I A -5.0-6.0 105.6 9.4 96% 95% 5 Building Pad Shop 1 A -5.0-6.0 104.5 12.4 95% 95% 6 Building Pad Shop 1 A -5.0-6.0 105.5 10.5 96% 95% 7 Building Pad Shop 1 A -5.0-6.0 104.3 12.8 95% 95% 8 Building Pad Shop 1 A -5.0-6.0 105.3 15.1 96% 95% 9 Building Pad Shop 1 A 4.0-5.0 105.1 16.5 96% 95% 10 Building Pad Shop 1 A -4.0-5.0 104.6 16.6 95% 95% 11 Building Pad Shop 1 A -4.0-5.0 107.6 12.2 98% 95% 12 Building Pad Shop 1 A -3.0-4.0 106.5 15.4 97% 95% 13 Building Pad Shop 1 A -3.0-4.0 105.9 15.8 96% 95% 14 Building Pad Shop 1 A -3.0-4.0 105.3 18.0 96% 95% August 19, 2008 15 Building Pad Shop I A -1.0-2.0 105.8 11.7 96% 95% 16 Building Pad Shop 1 A -1.0-2.0 104.7 13.4 95% 95% 17 Building Pad Shop I A -1.0-2.0 106.0 13.3 96% 95% 18 Building Pad Shop 1 A 0.0-1.0 106.0 11.9 96% 95% 19 Building Pad Shop 1 A 0.0-1.0 106.1 11.6 96% 95% 20 Building Pad Shop 1 A 0.0-1.0 105.3 12.0 96% 95% September 8, 2008 21 Building Pad Shop 1 A -1.0-2.0 1.06.5 12.8 97% 95% 22 Building Pad Shop 1 A -1.0-2.0 107.7 11.9 98% 95% 23 Building Pad Shop 1 A -1.0-2.0 107.3 11.6 98% 95% 24 Building Pad Shop 1 A -1.0-2.0 106.9 11.8 97% 95% 25 Building Pad Shop 1 A -1.0-2.0 107.1 12.1 97% 95% Shop 2 August 27, 2008 Krazan & Associates, Inc. Offices Serving The Western United States Proj. No. 126-08033 H. Field Density Tests Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Density Percent Compaction R uired 26 Building Pad Shop 2 A -5.0-6.0 105.7 9.8 96% 95% 27 Building Pad Shop 2 A -5.0-6.0 105.2 9.6 96% 95% 28 Building Pad Shop 2 A -4.0-5.0 105.1 12.8 96% 95% 29 Building Pad Shop 2 A -3.0-4.0 104.5 13.7 95% 95% 30 Building Pad Shop 2 A -2.0-3.0 104.9 13.6 95% 95% 31 Building Pad Shop 2 A -1.0-2.0 104.6 13.8 95% 95% 32 Building Pad Shop 2 A 0.0-1.0 105.5 13.2 96% 95% September 11, 2008 33 Building Pad Shop B -1.0-2.0 114.5 8.4 96% 95% 34 Building Pad Shop 2 B -1.0-2.0 114.1 8.8 96% 95% 35 Building Pad Shop 2 B -1.0-2.0 116.4 7.8 98% 95% 36 Building Pad Shop 2 B -1.0-2.0 115.2 7.8 97% 95% Shop A August 18, 2008 37 Building Pad Shop A A -5.0-6.0 106.4 7.1 97% 95% 38 Building Pad Shop A A -5.0-6.0 104.4 . 8.7 95% 95% 39 Building Pad Shop A A -5.0-6.0 105.8 15.6 96% 95% 40 Building Pad Shop A A -5.0-6.0 105.7 16.7 96% 95% 41 Building Pad Shop A A -4.0-5.0 105.7 11.8 96% 95% 42 Building Pad Shop A A -4.0-5.0 106.4 11.3 97% 95% 43 Building Pad Shop A A -3.0-4.0 105.7 16.0 96% 95% 44 Building Pad Shop A A -3.0-4.0 104.9 16.2 95% 95% August 19, 2008 45 Building Pad Shop A A -2.0-3.0 104.8 15.4 95% 95% 46 Building Pad Shop A A -2.0-3.0 104.6 15.7 95% 95% 47 Building Pad Shop A A -1.0-2.0 1.05.8 14.4 96% 95% 48 Building Pad Shop A A -1.0-2.0 104.4 15.8 95% 95% 49 Building Pad Shop A A 0.0-1.0 105.1 14.4 96% 95% 50 Building Pad Shop A A 0.0-1.0 104.8 16.2 95% 95% 51 Building Pad Shop A A -5.0-6.0 106.6 7.5 97% 95% -52 Building Pad Shop A A -5.0-6.0 105.7 8.0 96% 95% 53 Building Pad Shop A A -5.0-6.0 106.4 10.7 97% 95% 54 Building Pad Shop A A -5.0-6.0 105.1 11.6 96% 95% 55 Building Pad Shop A A -4.0-5.0 105.6 12.9 96% 95% 56 Building Pad Shop A A -4.0-5.0 104.2 14.3 95%. 95% . 57 Building Pad Shop A A -3.0-4.0 104.3 13.4 95% 95% 58 Building Pad Shop A A -3.0-4.0 107.2 10.2 97% 95% 59 Building Pad Shop A A -2.0-3.0 106.8 10.1 97% 95% 60 Building Pad Shop A A -2.0-3.0 106.9 12.2 97% 95% 6I Building Pad Shop A A -1A-2.0 106.7 11.7 97% 95% Krazan & Associates, Inc. Vices Serving The Western United States Proj. No. 126-08033 H. Field Density Tests Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Density Percent Compaction Re uired 62 Building Pad Shop A 63 Building Pad Shop A 64 Building Pad Shop A September 2, 2008 17.3 65 Building Pad Shop A 66 Building Pad Shop A 67 Building Pad Shop A 68 Building Pad Shop A 69 Building Pad Shop A 70 Building Pad Shop A Shop 3 August 20, 2008 71 . 72 73 74 75 76 77 78 79 80 August 21, 2008 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 A -1.0-2.0 105.7 13.4 96% 95% A 0.0-1.0 106.7 17.3 97% 95% A 0.0-1.0 105.1 14.3 96% 95% A 0.0-1.0 105.3 13.0 96% 95% A 0.0-1.0 106.5 14.7 97% 95% A 0.0-1.0 107.0 14.2 97% 95% A 0.0-1.0 106.1 16.5 96% 95% A 0.0-1.0 106.3 16.6 97% 95% A 0.0-1.0 105.6 16.3 96% 95% Building Pad Shop 3 A -5.0-6.0 106.5 9.8 97% 95% Building Pad Shop 3 A -5.0-6.0 107.3 9.7 98% 95% Building Pad Shop 3 A -5.0-6.0 104.5 12.0 95% 95% Building Pad Shop 3 A -5.0-6.0 106.5 10.2 97% 95% Building Pad Shop 3 A -4.0-5.0 105.7 10.2 96% 95% Building Pad Shop 3 A -4.0-5.0 106.9 10.0 97% 95% Building Pad Shop 3 A -3.0-4.0 105.0 12.1 95% 95% Building Pad Shop 3 A -3.04.0 106.8 13.1 97% 95% Building Pad Shop 3 A -2.0-3.0 106.2 14.8 97% 95% Building Pad Shop 3 A -2.0-3.0 106.6 14.7 97% 95% Building Pad Shop 3 A =1.0-2.0 106.0 16.6 96% 95% Building Pad Shop 3 A -1.0-2.0 106.4 17.0 97% 95% Building Pad Shop 3 A 0.0-1.0 106.1 16.5 96% 95% Building Pad Shop 3 A 0.0-1.0 104.9 17.1 95% 95% Building Pad Shop 3 A. -4.0-5.0 105.4 9.6 96% 95% Building Pad Shop 3 A -4.0-5.0 104.8 8.6 95% 95% Building Pad Shop 3 A -4.0-5.0 105.1 15.7 96% 95% Building Pad Shop 3 A -4.0-5.0 105.8 14.7 96% 95% Building Pad Shop 3 A -4.0-5.0 105.2 12.4 96% 95% Building Pad Shop 3 A -4.0-5.0 106.0 12.7 96% 95% Building Pad Shop 3 A -3.0-4.0 104.5 14.1 95% 95% Building Pad Shop 3 A -3.0-4.0 104.6 14.4 95% 95% Building Pad Shop 3 A -2.0-3.0 105.4 14.3 96% 95% Building Pad Shop 3 A -2.0-3.0 105.6 13.9 96% 95% Building Pad Shop 3 A -1.0-2.0 107.2 10.9 97% 95% Building Pad Shop 3 A -1.0-2.0 107.2 11.7 97% 95% Building Pad Shop 3 A 0.0-1.0 107.1 12.2 97% 95% Krazan & Associates, Inc. Offices Serving The Western United States Proj. No. 126-08033 H. Field Density Tests Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Density Percent Compaction Re uired 98 Building Pad Shop 3 A 0.0-1.0 106.9 11.3 97% 95% August 5, 2008 99 Building Pad Shop 3 B -1:0-2.0 114.4 11.5 96% 95% 100 Building Pad Shop 3 B -1.0-2.0 113.6 10.9 95% 95% 101 Building Pad Shop 3 B -1.0-2.0 115.4 10.1 97% 95% 102 Building Pad Shop 3 B -1.0-2.0 113.0 13.0 95% 95% 103 Building Pad Shop 3 B -1.0-2.0 115.1 8.6 97% 95% CVS Drug Building Pad ' August 20, 2008 104 Building Pad CVS Drug A -5.0-6.0 108.2 8.0 98% 95% 105 Building Pad CVS Drug A -5.0-6.0 105.9 8.4 96% 95% 106 Building Pad CVS Drug A -5.0-6.0 105.2 10.5 96% 95% 107 Building Pad CVS Drug A -5.0-6.0 106.5 10.4 97% 95% 108 Building Pad CVS Drug A -4.0-5.0 106.2 12.4 97% 95% 109 Building Pad CVS Drug A -4.0-5.0 106.7 13.3 97% 95% 110 Building Pad CVS Drug A -3.0-4.0 107.4 12.8 98% 95% 111 Building Pad CVS Drug A -3.0-4.0 105.5 13.1 96% 95% 112 Building Pad CVS Drug A -2.0-3.0 107.6 12.0 98% 95% 113 Building Pad CVS Drug A -2.0-3.0 108.3 10.8 98% 95% August 21, 2008 114 Building Pad CVS Drug A -1.0-2.0 106.0 14.7 96% 95% 115 Building Pad CVS Drug A -1.0-2.0 105.7 14.0 96% 95% 116 Building Pad CVS Drug A 0.0-1.0 105.4 13.0 96% 95% 117 Building Pad CVS Drug A •0.0-1.0 104.5 14.9 95% 95% 118 Building Pad CVS Drug A -4.0-5.0 104.4 8.7 95% 95% 119 Building Pad CVS Drug A -4.0-5.0 105.2 9.2 96% 95% 120 Building Pad CVS Drug A -4.0-5.0 105.4 12.6 96% 95% 121 Building Pad CVS Drug A -4.0-5.0 106.0 10.8 96% 95% 122 Building Pad CVS Drug A -4.0-5.0 105.6 12.8 96% 95% 123 Building Pad CVS Drug A 4.0-5.0 105.5 13.0 96% 95% 124 Building Pad CVS Drug A -3.04.0 105.8 14.0 96% 95% 125 Building Pad CVS Drug A -3.0-4.0 104.6 15.4 95% 95% 126 Building Pad CVS Drug A -2.0-3.0 104.7 15.3 95% 95% 127 Building Pad CVS Drug A -2.0-3.0 106.8 15.1 97% 95% 128 Building Pad CVS Drug A -1.0-2.0 107.2 11.7 97% 95% 129 Building Pad CVS Drug A -1.0-2.0 107.0 12.9 97% 95% 130 Building Pad CVS Drug A 0.0-1.0 107.6 13.0 98% 95% 131 Building Pad CVS Drug A 0.0-1.0 106.8 12.1 97% 95% September 3, 2008 Krazan & Associates, Inc. Offices Serving The Western United States Proj. No. 126-08033 H. Field Density Tests Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Densi Percent Compaction Re uired 132 Building Pad CVS Drug A 0.0-1.0 108.0 11.2 98% 95% 133 Building Pad CVS Drug A 0.0=1.0 104.9 11.6 95% 95% 134 Building Pad CVS Drug A 0.0-1.0 106.2 15.3 97% 95% 135 Building Pad CVS Drug A 0.0-1.0 107.7 14.9 98% 95% 136 Building Pad CVS Drug A 0.0-1.0 107.9 14.6 98% 95% 137 Building Pad CVS Drug A 0.0-1.0 107.0 12.2 97% 95% Major A August 22, 2008 138 Building Pad Major A A -5.0-6.0 107.6 7.6 98% 95% 139 Building Pad Major A A -5.0-6.0 105.5 8.7 96% 95% 140 Building Pad Major A A -5.0-6.0 108.1 7.7 98% 95% 141 Building Pad Major A A -5.0-6.0 104.8 .14.8 95% 95% 142 Building Pad Major A A -5.0-6.0 104.9 13.9 95% 95% 143 Building Pad Major A A -5.0-6.0 106.4 12.6 97% 95% 144 Building Pad Major A A -4.0-5.0 105.9 15.8 96% 95% 145 Building Pad Major A A -2.0-3.0 105.5 15.6 96% 95% 146 Building Pad Major A A -1.0-2.0 104.7 16.9 95% 95% 147 Building Pad Major A A -1.0-2.0 106.5 15.1 97% 95% 148 Building Pad Major A A 0.0-1.0 105.4 13.3 96% 95% 149 Building Pad Major A A -4.0-5.0 104.8 14.3 95% 95% 150 Building Pad Major A A -2.0-3.0 105.0 13.4 95% 95% 151 Building Pad Major A A -1.0-2.0 105.3 14.2 96% 95% 152 Building Pad Major A A -1.0-2.0 105.0 14.5 95% 95% 153 Building Pad Major A A 0.0-.1.0 105.8 12.6 96% 95% August 25, 2008 154 Building Pad Major A A -5.0-6.0 107.5 8.3 98% 95% 155 Building Pad Major A A -5.0-6.0 108.4 7.0 99% 95% 156 Building Pad Major A A -5.0-6.0 104.5 14.9 95% 95% 157 Building Pad Major A A -5.0-6.0 105.7 13.7 96% 95% 158 Building Pad Major A A -4.0-5.0 104.9 .14.0 95% 95% 159 Building Pad Major A A -2.0-3.0 104.6 13.5 95% 95% 160 Building Pad Major A A -1.0-2.0 105.0 16.3 95% 95% 161 Building Pad Major A A -1.0-2.0 105.5 16.3 96% 95% 162 Building Pad Major A A 0.0-1.0 105.3 16.8 96% 95% August 26, 2008 163 Building Pad Major A A -5.0-6.0 105.7 9.8 96% 95% 164 Building Pad Major A A -5.0-6.0 106.3 9.6 97% 95% 165 Building Pad Major A A -5.0-6.0 106.0 15.4 96% 95% 166 Building Pad Major A A -5.0-6.0 105.1 15.8 96% 95% 167 Building Pad Major A A -4.0-5.0 106.3 15.4 97% 95% Krazan & Associates, Inc. Offices Serving The Western United States Proj. No. 126-08033 II. Field Density Tests Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Density Percent Compaction Re uired 168 Building Pad Major A 169 Building Pad Major A 170 Building Pad Major A 171 Building Pad Major A August 27, 2008 15.8 172 Building Pad Major A 173 Building Pad Major A 174 Building Pad Major A 175 Building Pad Major A 176 Building Pad Major A 177 Building Pad Major A 178 Building Pad Major A 179 Building Pad Major A 180 Building Pad Major A 181 Building Pad Major A 182 Building Pad Major A 183 Building Pad Major A 184 Building Pad Major A 185 Building Pad Major A 186 Building Pad Major A 187 Building Pad Major A 188 Building Pad Major A 189 Building Pad Major A 190 Building Pad Major A 191 Building Pad Major A 192 Building Pad Major A 193 Building Pad Major A August 28, 2008 -4.0-5.0 194 Building Pad Major A 195 Building Pad Major A 196 Building Pad Major A 197 Building Pad Major A 198 Building Pad Major A September 4, 2008 -4.0-5.0 199 Building Pad Major A 200 Building Pad Major A 201 Building Pad Major A 202 Building Pad Major A 203 Building Pad Major A 204 Building Pad Major A A -2.0-3.0 105.9 16.2 96% 95% A -1.0-2.0 105.0 15.8 95% 95% A -1.0-2.0 105.8 15.5 96% 95% A 0.0-1.0 106.8 13.3 97% 95% A -5.0-6.0 I04.8 10.3 95% 95% A -5.0-6.0 105.5 10.2 96% 95% A -5.0-6.0 106.0 12.8 96% 95% A -5.0-6.0 105.0 12.7 95% 95% A -4.0-5.0 106.0 15.5 96% 95% A -4.0-5.0 104.8 16.0 95% 95% A -4.0-5.0 105.5 13.3 96% 95% A -4.0-5.0 106.6 12.8 97% 95% A -4.0-5.0 104.3 14.6 95% 95% A -4.0-5.0 106.2 12.7 97% 95% A -3.0-4.0 104.6 16.2 95% 95% A -3.0-4.0 104.7 16.5 95% 95% A -3.0-4.0 105.1 13.6 96% 95% A -3.0-4.0 105.2 12.8 96% 95% A -3.0-4.0 104.7 13.2 95% 95% A -3.0-4.0 104.9 13.0 95% 95% A -2.0-3.0 106.1 12.4 96% 95% A -2.0-3.0 105.5 13.1 96% 95% A -2.0-3.0 106.1 12.0 96% 95% A -2.0-3.0 106.5 13.2 97% 95% A -2.0-3.0 104.6 13.4 95% 95% A -2.0-3.0 106.0 12.7 96% 95% A -3.0-4.0 106.0 12.1 96% 95% A -3.0-4.0 105.6 13.0 96% 95% A -3.0-4.0 106.0 12.8 96% 95% A -3.0-4:0 105.6 12.2 96% 95% A -3.04.0 106.0 13.5 96% 95% B -3.0-4.0 114.8 8.6 96% 95% B -3.0-4.0 113.2 9.7 95% 95% B -3.0-4.0 114.3 9.2 96% 95% B -3.0-4.0 113.0 11.4 95% 95% B -3.0-4.0 113.8 11.8 96% 95% B -3.0-4.0 114.3 11.7 96% 95% Krazan & Associates, Inc. Offices Serving The Western United States Proj. No. 126-08033 H. Field Density Tests Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Density Percent Compaction Re uired September 5, 2008 113.2 205 Building Pad Major A 206 Building Pad Major A 207 Building Pad Major A 208 Building Pad Major A September 8, 2008 114.0 209 Building Pad Major A 210 Building Pad Major A 211 Building Pad Major A 212 Building Pad Major A 213 Building Pad Major A 214 Building Pad Major A September 9, 2008 A -1.0-2.0 215 ' Building Pad Major A 216 Building Pad Major A 217 Building Pad Major A 218 ' Building Pad Major A 219 Building Pad Major A 220 Building Pad Major A 221 Building Pad Major A 222 Building Pad Major A 223 Building Pad Major A 224 Building Pad Major A September 10, 2008 11.4 225 Building Pad Major A 226 Building Pad Major A 227 Building Pad Major A 228 Building Pad Major A 229 Building Pad Major A 230 Building Pad Major A 231 Building Pad Major A 232 Building Pad Major.A Major B B =1.0-2.0 August 22, 2008 11.2 233 Building Pad Major B 234 Building Pad Major B 235 Building Pad Major B 236 Building Pad Major B 237 Building Pad Major B B -2.0-3.0 113.2 8.7 95% 95% B -2.0-3.0 113.3 10.6 95% 95% B -2.0-3.0 114.0 11.3 96% 95% B -2.0-3.0 113.4 11.2 95% 95% A -1.0-2.0 105.8 16.6 96% 95% A -1.0-2.0 105.0 16.4 95% 95% A -1.0-2.0 106.0 16.6 96% 95% A -1.0-2.0 105.9 15.9 96% 95% A -1.0-2.0 108.8 14.8 99% 95% A -1.0-2.0 106.9 14.5 97% 95% B 0.0-1.0 113.1 11.9 95% 95% B 0.0-1.0 114.2 11.2 96% 95% B 0.0-1.0 114.5 11.8 96% 95% B 0.0-1.0 113.2 11.4 95% 95% B 0.0-1.0 113.7 11.5 96% 95% B -1.0-2.0 114.2 10.9 96% 95% B -1.0-2.0 114.0 10.7 96% 95% B =1.0-2.0 113.9 11.2 96% 95% B -1.0-2.0 113.0 11.6 95% 95% B -1.0-2.0 114.2 11.5 96% 95% B -1.0-2.0 113.1 10.5 95% 95% B -1.0-2.0 114.1 9.9 96% 95% B -1.0-2.0 113.3 11.3 95% 95% B -1.0-2.0 113.8 8.1 96% 95% B -1.0-2.0 113.6 9.2 95% 95% B -1.0-2.0 114.0 10.6 96% 95% B -1.0-2.0 113.4 8.7 95% 95% B -1.0-2.0 114.7 9.1 96% 95% A -5.0-6A 105.8 A -5.0-6.0 104.8 A -5.0-6.0 104.8 A -5.0-6.0 105.4 A -4.0-5.0 105.0 Krazan & Associates, Inc. Offices Serving The Western United States 7.0 96% 95% 8.2 95% 95% 13.3 95% 95% 13.1 96% 95% 12.6 95% 95% Proj. No. 126-08033 II. Field Density Tests Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Density Percent Compaction Re uired 238 Building Pad Major B A -3.0-4.0 104.7 13.9 95% 95% 239 Building Pad Major B A -2.0-3.0 106.2 11.7 97% 95% 240 Building Pad Major B A -1.0-2.0 105.9 11.9 96% 95% 241 Building Pad Major B A 0.0-1.0 104.6 12.9 95% 95% 242 Building Pad Major B A -4.0-5.0 105.2 13.8 96% 95% 243 Building Pad Major B A -3.0-4.0 106.9 12.4 97% 95% 244 Building Pad Major B A -2.0-3.0 107.0 12.3 97% 95% 245 Building Pad Major B A -1.0-2.0 105.5 16.5 96% 95% 246 Building Pad Major B A 0.0-1.0 105.4 16.3 96% 95% August 25, 2008 247 Building Pad Major B A -4.0-5.0 105.4 9.7 96% 95% 248 Building Pad Major B A -4.0-5.0 104.9 10.1 95% 95% 249 Building Pad Major B A -4.0-5.0 104.6 14.0 95% 95% 250 Building Pad Major B A -4.0-5.0 104.5 14.2 95% 95% 251 Building Pad Major B A -4.0-5.0 106.2 12.5 97% 95% 252 Building Pad Major B A -3.0-4.0 105.0 14.5 95% 95% 253 Building Pad Major B A -2.0-3.0 106.2 12.4 97% 95% 254 Building Pad Major B A -1.0-2.0 105.6 13.2 96% 95% 255 Building Pad Major B A 0.0-1.0 105.8 15.6 96% 95% August 26, 2008 256 Building Pad Major B A -5.0-6.0 105.6 10.0 96% 95% 257 Building Pad Major B A -5.0-6.0 108.1 7.7 98% 95% 258 Building Pad Major B A -5.0-6.0 106.2 13.1 97% 95% 259 Building Pad Major B A -5.0-6.0 105.9 14.9 96% 95% 260 Building Pad Major B A -4.0-5.0 106.3 13.7 97% 95% 261 Building Pad Major B A -3.0-4.0 105.2 16.3 96% 95% 262 Building Pad Major B A -2.0-3.0 105.3 16.9 96% 95% 263 Building Pad Major B A -1.0-2.0 107.6 14.8 98% 95% 264 Building Pad Major B A 0.0-1.0 107.9 14.6 98% 95% August 27, 2008 265 Building Pad Major B A -5.0-6.0 105.4 13.9 96% 95% 266 Building Pad Major B A 75.0-6.0 105.2 13.5 96% 95% 267 Building Pad Major B A -5.0-6.0 104.7 13.3 95% 95% 268 Building Pad Major B A -5.0-6.0 105.2 12.9 96% 95% 269 Building Pad Major B A -4.0-5.0 104.8 13.2 95% 95% 270 Building Pad Major B A -3.0-4.0 106.3 13.9 97% 95% 271 Building Pad Major B A -2.0-3.0 106.6 14.3 97% 95% 272 Building Pad Major B A -1.0-2.0 106.4 14.0 97% 95% 273 Building Pad Major B A 0.0-1.0 104.1 15.0 95% 95% 274 Building Pad Major B A -4.0-5.0 105.6 14.3 96% 95% 275 Building Pad Major B A -3.0-4.0 104.9 14.2 95% 95% Krazan & Associates, Inc. Offices Serving The Western United States Proj. No. 126-08033 H. Field Density Tests Test Station or Curve Test Dry Moisture Percent Percent No. Location No. Depth* Density Percent Compaction Re uired 276 Building Pad Major B A -2.0-3.0 106.0 13.9 96% 95% 277. Building Pad Major B -A -1.0-2.0 105.0 15.8 95% 95% 278 Building Pad Major B A 0.0-1.0 105.8 15.6 96% 95% September 3, 2008 279 Building Pad Major B B 0.0-1.0 113.1 11.7 95% 95% 280 Building Pad Major B B 0.0-1.0 113.5 11.5 95% 95% 281 Building Pad Major B B 0.0-1.0 113.1 12.3. 95% 95% 282 Building Pad Major B B 0.0-1.0 113.2 9.4 95% 95% 283 Building Pad Major B B 0.0-1.0 113.6 10.1 95% 95% 284 Building Pad Major B B 0.0-1.0 114.7 9.0 96% 95% September 5, 2008 285. Building Pad Major B B -2.0-3.0 113.6 9.5 95% 95% 286 Building Pad Major B B -2.0-3.0 113.2 10.0 95% 95% 287 Building Pad Major B B -2.0-3.0 114.3 8.1 96% 95% 288 Building Pad Major B B -2.0-3.0 113.3 8.7 95% 95% 289 Building Pad Major B B -2.0-3.0 115.5 7.7 97% 95% 290 Building Pad Major B B -2.0-3.0 114.1 9.1 96% 95% *Depth of soil compaction test in feet below pad subgrade (soil grade) or aggregate base compaction above pad subgrade. J Krazan & Associates, Inc. Vices Serving The Western United States FROM amp. -dl. 9l9 296-9726 t Table 6. General`Date =:3 41 Cooling Pe rf wmancel1l Gross Cooling Capacity SEER(2) Nominal CFM / ARI Rated CFM ARI Net Cooling Capacity System Power (kW) Compressor Number/Type Sound d8 (3) \WCYI JAI- o ---- •.....---.. .-.--.._-. . __ _ General Data (3 - 4 Tons High Efficiency) Outdoor Sound Rating ( ) 3 Tons T/YHC036E1 T/YMC036E3,4 38,490 15.2 1,200/1,200 38,000 2.93 38,490 15.0 T 1,200/1,200 38,000 2.99 1/Scroll 1/Scroll 0.3125 0.3125 17.00 81 81 Outdoor Sound Rating ( ) 4 Tons T/YHC048E1 T/YNC048E3,4 48,930 15.0 1,600/1,600 48,000 3.83 , 30 15.0 1,600/1,600 49,000 3.67 1/Scroll 1/Scall 0.3125 0.3125 17.00 87 , 87 Outdoor Sound Rating ( ) Lanced lanced Lanced Outdoor Coil Type Tube Size (in.) OD Lanced D.3125 0.3125 0.3125 17.00 0.3125 17.0 Face Area (sq. ft.) 10.96 10.96 3/17 3/17 3/17 Rows/FPI 3/17 Indoor Coil lanced Lanced Lanced Lanced Type Tube Size (In.) 0.3125 0.3125 0.3125 9.27 0.3125 9,27 Face Area (sq. ft) 7.71 ! 7.71 3/16 3116Ref 3/16 Rows/FYI 3/16 Thermal Expansion Valve Thermal Expansion Valve Thermal Expansion Valve Thermal Expansion Valve DrainContcoonControl Orlin Connection Number/Size (in.) a 1 !� NPT 13Ar NPT IYa NPT 13A NPT Outdoor Fan Propeller Propeller Propeller Prl/26 NPropellermber Used/Diameter (in.) 22 Direct/1 1/26 Direct/1 Direct/1 Drive Type/No. Speeds Direct/1 3 Q64 3,064 3,986 3,982 CFM Motor HP 0.2 0.2 1,075 0.4 1,075 0.4 1,075 Motor RPM 1,075 FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal Indoor Fan Type (Standard) Number Used/Diameter (In.) 1/11x11 1111x11 1/11x11 Direct/5 1111x11 Dlrect/5 Drive Type/Number Speeds Direct/5 Dinect(5 1 1 Number Motors Motor MP (Standard/Oversized) 1 0.75qg 1.0 1.0 1.0 46 Motor Frame Size (Standard/Oversized) 48 48 Indoor Fan - FC Centrifugal FC Centrifugal Type (Optional) 1/11.x11 _ 1/11x11 Number Used/Diameter (in.) - - Belt/Variable Bett/Variable Drive Type/Number Speeds Drive - 1 Number Motors - 1. - 1 . Motor HP (Standard/Oversized) - .0 - 6 Motor Frame Size (Standard/Oversized) Fitters(4) Type Furnished Throwaway Throwaway 20x30x1 Throwaway (4) 16x25x2 Throwaway (4) 16x25x2 Number Size Recommended (2) 20x30x1 (2) Refrigerant Charge (5) Pounds of R -410A 7.9 7.9 11.0 11.0 RT-PRCO23-EN 23 FROM amps-dla 818 266-8726 1 Table 7. �General Data'S:t !Tons: ' Cooling Performance(2) Gross Cooling Capacity SEER(z) Nominal CFM / ARI Rated CFM ARI Net Cooling Capacity System Power (kW) Compressor Number/Type Sound outdoor Sound Rating (dB)i3) Outdoor Coil Type Tube Size (in.) Face Area (sq. ft.) Rows/FPI Indoor Coil Type Tube Size (In.) Face Area (sq. ft.) Rows/FPI Refrigerant Control Drain Connection Number/Size (In.) Outdoor Fan 'Type Number Used/Diameter (in.) Drive Type/No. Speeds CFM Number Motors/HP Motor RPM Indoor Fan Type (Standard)' Number Used/Diameter (in.) Drive Type/Number Speeds Motor HP Motor Frame Size Indoor Fan Type (Optional) Number Used/Diameter (in,) Drive Type/Number Speeds Motor HP Motor Frame Size Flltersf4? Type Furnished Number Size Recommended Refrigerant Charge(6) Pounds of R -410A RT-FRCO23-EN General Data (5 Tons high Efficiency) .T/YM060E1 /YMC060E3,4 62,490 63,490 �. s 15.0 2,000/2,000 2,000/2,000 61,000 62,000 4.75 4.83 1/Scroll 3/Scroll 87 87 Lanced Lanced 0.3125 0.3125 17.00 17.00 3/17 3/17 Lanced Lanced 0.3125 0.3125 9.89 9.89 4/16 4/16 Thermal Expansion valve Thermal Expansion valve 13k NPT 13A NPT Propeller Propeller 1/26 1/26 Direct/1 Direct/1 3,953 3,953 0.40 0.40 1,075 1,075 FC Centrifugal FC Centrifugal 1/11x11 1/11x11 Direct/5 Direct/5 1.0 1.0 48 48 — FC Centrifugal — 1/11x11 — Belt/Variable — 1.0 — 56 Throwaway Throwaway (4) 16x25x2 (4) 16x25x2 12.5 12.5 p 25 FROM amPa-dle ale 265-9726 0 rAMM' Dimensional Data (4-6 Tons) _ r ,OP PAA6 COMEMM - IO 7A ,0. W • .W 1p1 W AUMME CONCEMM ORM 111? OONNEor Har -u WrDWHIOIE mdr 4 f1O W m ear M W WROOInROL%YE � rre omrd oltiHa�e m�1r'p aeA a ueerortrA�s 98t W z5 W . w 1t7W W WiPq,HlYlilE IN Ia7`M"M HOLE • W I" IY/W m W OONPFWABM Figure,ll. Cooling and Gas/EI ric 45 Tons Hi h Efficiency; Cooling and Gas/Electric - 6 Tons ency- Heat Pumps - 5 Tons Standard Efficiency * All dimensions are in inrhes/mlillmeters. a M i2 wr 1 r'� �Illli1111111111l��-» T lel Lam/ M • YS {DLL06IC WA w W.. 26 w Figure 12. Cooling and Gas/Electric 45 Tons High Efficiency; Cooling and Gas/Electric - 6 Tons Standard Efficiency; Heat Pumps - 5 Tons Downflow Airflow Supply/Return - Through the Base Utilities * All dimensions are in inches/mililme[ers. 108 RT-PRCO23-EN Engineering 9RJAC101 N )IFS."'eyors Inc. September 8, 2008 TO: City of La Quinta Public Works/Engineering Department RE: Pad Grade Certification Jefferson Square SWC Jefferson Street and Fred Waring Drive La Quinta, CA We have checked the pad grades for Shops 1, Pad A, Drug, Shops 3, and Major B, at the Jefferson Square project located at the swc Jefferson St. and Fred Waring Drive La Quinta, CA and certify that the pads are built within 0.1' of the grade shown as Pad Elevation. Shops 1 Pad Grade 47.33 As built 47.31 Pad A Pad Grade 45.35 As built 45.30 Drug Pad Grade 44.35 As built 44.30 Shops 3 Pad Grade 47.63 As built 47.56 Major B Pad Grade 47.55 As built 47.52 If you have any questions please feel free to contact me. Prepared by: John E. Lieser Licensed California Surveyor LS 3983 Exp 06-30-10 IAND S�9G E. L CL 6 L— No 3983 S Exp �9TF OF CAL�F�� 7231 Boulder Avenue, #531 • Highland, CA 92346 • (909)' ! Fax (909) '. Engineering ©ROC I NI N surveyors Inc. September 11, 2008 TO: City of La Quinta Public Works/Engineering Department RE: Pad Grade Certification Jefferson Square SWC Jefferson Street and Fred Waring Drive La Quinta, CA We have checked the pad grades for Shops 2 and Major A, at the Jefferson Square project located at the swc Jefferson St. and Fred Waring Drive La Quinta, CA and certify that the pads are built within 0.1' of the grade shown as Pad Elevation. Shops 2 Pad Grade 47.83 As built 47.83 Major A Pad Grade 48.25 As built 48.25 If you have any questions please feel free to contact me. Prepared by: John E. Lieser Licensed California Surveyor LS 3983 Exp 06-30-10 I.ANp \VQi� 0, j.N E C/Fs GFS or No 3983 NExp. O6 30 /o \ OF CAS\FSP/ 7231 Boulder Avenue, #531 • Highland, CA 92346 • (909) " . 0 Fax (909)