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HomeMy WebLinkAbout2212 PLAZA DE LAS FLORES; ; CB091591; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-30-2009 Miscellaneous Permit Permit No: CB091591 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 2212 PLAZA DE LAS FLORES CBAD MISC Subtype: REPAIR Status: 2152322048 Lot#: 0 Applied: $2~ ~ Entered By: Plan Approved: Issued: Inspect Area: &2214 : LA COSTA VILLAGES FOUNDATION REPAIR -CITY DOES NOT GUARANTEE FA FIX Owner: ISSUED 09/28/2009 JMA 09/30/2009 09/30/2009 RAD CONSTRUCTION LANDRUM SANDRA P TRUST 11-10-04 3479 CITRUS ST LEMON GROVE CA 91945 619 698 4621 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES Total Fees: $424.00 Inspector: 383 CYNTHIA CRES REDLANDS CA 92373 PERMIT FEE Total Payments To Date: $424.00 Balance Due: Clearance: $424.00 $0.00 $0.00 $424.00 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. FaHure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES lT APPLY to any f . n i n . . . h' h h f i . i n I -------.. -·-···-" ... -··------- m· • City of Carlsbad Bldg Inspection Request For: 05/24/2010 Permit# CB091591 Inspector Assignment: Title: &2214: LA COSTA VILLAGES Description: FOUNDATION REPAIR -CITY DOES NOT GUARANTEE FA FIX Type:MISC Sub Type: REPAIR Job Address: 2212 PLAZA DE LAS FLORES Suite: Lot: 0 Location: APPLICANT RAD CONSTRUCTION Owner: FEINBERG FAMILY TRUST 11-29-05 Remarks: Total Time: CD Description 19 Final Structural ~Comments ----------- Comments/Notices/Holds Phone: 6195723001 Inspector: ---- Requested By: CLAYTON Entered By: JANEAN Associated PCRs/CVs Original PC# PC090026 Inspection History Date Description Act lnsp Comments La Costa Village Board of Directors c/o Ms. Sheny Winslow 2208 Plaza de las Flores Cartsbad, California 9009 Subject: Summary of Pipe Pile Installation Observations for La Costa Village Condominiums Repair Project May 19, 2010 Project No. 61000268--06 2208 Plaza de las Flores, Cartsbad, California 92009 Reference: "Lim~ed Geotechnical Engineering Evaluation Report for La Costa Village Phase II Evaluation Project, 2208 and 2212 Plaza de las Flores, Cartsbad, California 92009," 2007, Prepared by Solid Rock Engineering, Inc., Project 61000268--02, Dated August 3, Revised August 26, 2009 Dear Ms. Winslow, We have drafted this letter as requested regarding the recent pipe pile installations for the subject foundation repair project. This letter has been presented to address our observations on site of the pipe pile installation. Our services included approximately 30 visits between January 18 and March 31 2010. During that time eighty-seven pipe piles were driven to refusal through the undocumented fill and into the undertying Santiago Formation SILTSTONE. Refusal was encountered between 15 and 41 feet below existing grade. Following driving, the pipe piles were load tested to check that they were driven to refusal. We have included a table summarizing the pile driving operations, pile length, and load test data and attached sketches indicating the approximate pile locations. Based on our experience, it is our opinion that the pipe piles were installed in general accordance with our referenced report. In addition to the pipe pile installation, we monoored construction of the reinforced concrete slab and foundation improvements. It is our opinion that those improvements were also made in general accordance w~ the project documents. ~a!<~ Principal ~=;~I Engineer GE 2568, expires December 31, 2010 61000268-06 Ls Costa Vlfago Condomlmiums Ropair Proj8ct PipB Pile lnstalalion Repot1.doc ,-questions regarding this letter, Souo ROCK ENGINEERING, INC. GEOffCHlaCAl Ale NAJ'IIIUAU E#GftEIUN CDIWIUI.TA#JS PO Box 600277, SM~ c:u.uc:MUtrA 92160 tl19.IIS1.lllill3 ,,,,., BH.251.11511 l'AX www.sotmRoarEMmreu.a»1 AGENCY PROJECT No.: AGENCY APPROVAL No.: WUTHER: c;; t bc.~--Lt--,---.b . INSPECTION SUMMARY: Locations and types of ~orlr inspecte<IJp~ rejected, ~Jin progres remarks, etc. Include information about quantities of material placed or used, material pe and identity, etc. lu "J License, Registration, or Certification (e.g. ICC Concrete) 'Terms a~ll Conditions on reverse side, unless otherwise agreed upon. u t ~oV''°( ' ,l, \. Souo ROCK ENGINEERING, INC. G!lOTJ!CH#lCAL AND HATf!fUALS EMzNllfllUIWI C:0,,SU,.TANTS PO Box 600277, SAIi Dlfl•o, CALZl'oltm1Zt60 6J9.Bst.Btl63 ,,,,., -.zs!I.HJ.t ,u w-.~oRaacE#Q#nu.CCHf Laboratory Test Report Concrel11 ( 4x8) Compressive Strength Test Report Ale Number: 1012027 Project Title: Solid Rock Engineering Project Location: 2210 and 2212 Plaza De Las Flores Architect: n/a Engineer: Burkett and Wong Permit No: Contractor: RAD Constructlon Plan Fife No: Location 1ft Structure: Material Supplier: La Costa VUlage Foundation Repair -Perimeter Footings. Interior Tle Beams and Slab Replacement -Mix Designation: 72001 Admlxb.Jre(s): n/a Time In Mixer: Air Content: Air Temp: Truck Number: Samples Made By: Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maxknum Load, Polllds Compressive strength, psi Age Tested Required 28 Day Stn!ngth, psi Fracb.Jre Type 95 minutes 62degreesF 653 Olen! 1001312 cos 2/5/2010 2/9/2010 2/12/2010 4.00 12.57 43,330 3450 ]Days 4500 Slump Inches: Unit Weight Plastk/llly, pct: Concrete Temp: Tldcet Nu.-: samples Tested By: 1001313 1001314 2/5/2010 2/5/2010 2/9/2010 2/9f1JJ10 3/5/2010 3/5/2010 4.00 4.00 12.57 12.57 63,030 61,770 5010 5150 28 Days 28 Days 4500 4500 I 2 1001315 2/5/2010 2/9/2010 3/5/2010 4.00 12.57 63,480 SOSO 28 Days 4500 2 3.50 I 61degrees F 6814373 CNOH Specimen sampling, klentfflcatlon and notations regarding field Inspection were provided by others. Onty specimen curing from the time rA receipt and compressive stren~ testing were pe,fonned by this agency In iKXJJFdance with the applicable ASTM 09 standards. This agency makes no other wanantles express or knplled. Fracture Type: 1 -Reasonably well formed cones on both ends, less than 1 In. of aacklng through caps; 2 -Well formed a>ne on one end, vertical aacks running through caps,no well defined cone on other end; 3 -Columnar vertlall cracking through both erds, no well formed cones; 4 -Diagonal fracb.Jre with no cracking through ends; 5 -Side fracture at top or bottom (oo:ur commonly with unbonded caps); 6 -SlmHar to type 5 but end d cylinder Is pointed. The samples represented in this report were prepared and tested by agents of Solid Rock Engineering, Inc. A review of this data indicates that the 28-day compressive strength of th sa sled meets or exceeds project requirements. Respectfully, .. -, ,,....__.~--) , ---) -r,.. I / ii --/:'.._ ;.( v--- R. 0$Juglas Prt>vins, PE, GE Principal Geotechnical Engineer GE 2568, expires December 31, 2010 Distribution: (1) Client, by email 661000268-D6 La OJsta Village 10 02 OS Conaete.doc Souo ROCK ENGINEERING, INC. G'EoffCHIUCALAIIO#AJDIAUEiMBlffluNOJ#suLTANTS POllox600U7,••DINo,Gu.lRMfuA92160 6JIIJl51J#ill3-866.255./ISJJ FAX www..5ouDRoorENrNttns.CON bO;-!~'61 . . Laboratory Test Report Conaete ( 4x8) Compressive Strength Test Report File Number: 1012027 Project Title: Solid Rock Engineering Project Location: 2212, 2214 Plaza De Lds Flores, Cdrlsbad, ca Architect: n/a Engineer: Contractor: Burkett and Wong R.A.D Permit No: Plan File No: City of car1sbad Location In Structure: La Costa Village -Gracie Beams and Slab Repair for 2212 and 2214. Material Supplier: Robertsons Mix Designation: 72001 Admlxture{s}: Type A Time In Mixer: SO minutes Slump Inches: 4.75 Air Content: Air Temp: 68 deg,ees F Unit Weight Plastic/Dry, pcf: I Truck Number: 641 Concrete Temp: 73 degrees F Samples Made By: Client Ticket Number: 7020996 Samples Tested By: RT Laboratory Number 1003306 1003307 1003308 1003309 Mark On Samptes L.C.V Date Made 4/16/2010 4/16/2010 4/16/2010 4/16/2010 Date Received 4/20/2010 4/20/2010 4/20/2010 4/20/2010 Date Tested 4/23/2010 5/14/2010 5/14/2010 5/11/2010 Diameter, Inches 4.00 4.00 4.00 4.00 Area, Square Inches 12.57 12.57 12.57 12.57 Maximum Load, Pounds 55,570 84,680 83,900 80,250 Compressive Strength, psi 4420 6740 6670 6380 Age Tested 7 Days 28 Days 28 Days 28 Days Required 28 Day Strength, psi 4500 4500 4500 4500 Fracture Type 1 1 1 Specimen sampling, identification and notations regarding field inspection were provided by others. Only specimen curing from the time of receipt and compressive strenglh testing were performed by this agency in accordance w~ the applicable ASTM C39 standards. This agency makes no other warranties express or implied, Fracture Type: 1 -Reasonably wefl formed cones on both ends, less than 1 in. of cracking through caps; 2 " Well formed cone on one end, vertical cracks running through caps,no welt defined cone on other end; 3 -Columnar vertical cracking through both ends, no weft formed cones; ◄ -Diagonal fracture with no cracking through ends; S -Side fracture at top or bottom (occur commonly with unbonded caps); 6 -Similar to type S but end of cylinder is pointed. The samples represented in this report were prepared and tested by agents of Solid Rock Engineering, Inc. A review of this data indicates that the 28-day compressive strength of th ~teskid meets or exceeds project requirements. Respectfully, R~IRif::E Principal Geotechnical Engineer GE 2568, expires December 31, 2010 Distribution: (1) Client, by email 61000268-IJ6 La Costa VIiiage 10 0416 Conc:rere.doc Souo ROCK ENGINEERING, INC. Gmnc::HIUCAL AIIO IIIAY'RIALI E/lltlDIEEIUIN CaiMtrn.TA#JS PO Box MIOZ77, SAIi DJao, CU.rl'olW1A gn.llO 111g.BSJ.B61U ,,,,., adfi.255.ffll Mil www.SOUolloatENlllffltS.COlf 2202 ~LA2A-~ LAS +]_OR,(3S c..d 69 IS '39 La Costa Village Board of Directors c/o Ms. Sherry Winslow 2208 Plaza Bonita Cartsbad, California 92009 April 14, 2010 Project No. 61000268-06 Submitted via e-mail (she"Y@sherrywinslow.com and info@RADConstructionlnc.com) Subject: Summary of Observation Services for Units 2212 and 2214 at La Costa Village Condominiums Foundation Repair Project Plaza de las Flores, Cartsbad, California 92009 Dear Ms. Winslow, In accordance with your request, we have been monitoring the repair operations at the subject project. The intent of this particular letter is to state that we have monitored the installation of the pipe piles, excavation of the grade beams, and installation of the reinforcing steel within the grade beams and slabs for units 2212 and 2214. Based on our observations and review of our geotechnical report and the plans prepared by Burkett & Wong, It is our opinion that the work indicated herein has been performed in general accordance with the project documents and that the grade beam and slab excavation at the indicated units is ready for concrete placement. We sincerely appreciate the opportunity to provide our services to you for this project. Should you have any ques- tions regarding this letter, please feel free to contact the undersig Respectfully submitted, SOLID ROCK ENGINEERING, INC. 1Z.VP R. Douglas Pr!ns, PE, GE Principal EngiJ~r GE 2568, Expires December 31, 2010 Distribution: Addressee 6100C/26&-06 La Costa Vllaoe Ready for Conctet& l.slt8r Patt II.doc Souo ROCK ENGINEERING, INC. GRmrallUcAL AIIO ,,,.JMlALS ~ CaMswTA#D POlloxti00277,Sl#DIHo,.CALJ:Fou1Ag2160 tl:l!IJIS1.llll&S M., Mltf.2SS.ffJl MX --....