Loading...
HomeMy WebLinkAbout2544 NAVARRA DR; 12; CB070341; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-20-2007 • Retaining Wall Permit Permit No: CB070341 Building Inspection Request Line (760) 602-2725 Job Address: 2544 NAVARRA DR CBAD St: 12 Permit Type: RETAIN Parcel No: 2161704712 Lot #: 0 Valuation: $7,200.00 Construction Type: NEW Reference #: Project Title: LC FAIRWAYS HOA= REPAIR 400 SF INTERIOR RETAINING WALL Applicant: JACOB VOGELSANG 1151 HUBBARDAV ESCONDIDO CA 92027 760 291 7667 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Strong Motion Fee Renewal Fee Add'I Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES Status: ISSUED Applied: 02/08/2007 Entered By: LSM Plan Approved: 03/20/2007 Issued: 03/20/2007 Plan Check#: Inspect Area: Owner: KING DONALD D&PATRICIA A REVOCABLE LIVING TRUST 1710 ARBUTUS ST GOLDEN CO 80401 $84.29 $0.00 $54.79 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $140.08 Total Fees: $140.08 Total Payments To Date: $140.08 Balance Due: $0.00 FINA Insnptnr'' (_ Clearance: ___________ Date:q' 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. Failure 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 IT APPLY to any FEB 0 7 REC'IJ •, PERMIT APPLICATION CITY OF cARLSBAD BUILDING DEPARTMENT : .1635 Faraday Ave., Carlsbad CA 92008 - FOR OFFICE USE ONLY PLAN CHECK NO.043 0703 S I EST. VAL. VO Plan Ck. Deposit Validated By. Date •. tk'WrI. Lot No. Assessoi's Parcel # a- I'lO- - Description of Work wflu I2EP'AtR Business Name (at this address) amon Name!Number • Unit No. Phase No. 1 F41RWI4Y USe OMJX) . Proposed Use FT. #ofStan, • • #of Bed a WIEflI . f. •1 Total #01 units I #01 Bthrooms 141M1 .Name . Address -- City, StatelZlp Telephone (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, commending 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 a icthrtf raperm subjectsthe applicanttoadvilpenaltyofnotmorethanfivehu 0)). , I et — 61? Name Address . . City J State/Zip V Telephone # State Llcense#/" 3r95 > License Class . City Business License # Designer Name Address - -. City State/Zip Telephone # State License .. . . . . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declaratiofla. O I have and will maintain a certificate of consent to self4nsure for workers' compensation as provldedby Section 3700 of the Labor Code, for the performance of the work forwhlch th permit - I have and will maintain worker's compensatIon, as required by Send ofl 3700 of the labor Code, for the performance of the work for which this permit is issued. My worker's compensa tion insurance canter anlicy nu are: . f., .— i,-4 rance pimInsuy _5't2 _- POIICyNO._Vb 41P' Expiration Date /' I — 7 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) o CERTIFICATE OF E)IEMPTION: I certify that in the perfrmance of the work for which thispermit Is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California . . .• • . - WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer t6cuimtnai penalties and civil fines up to one hundred thousand do1Iam($100,000) In ad on th t oi4mpen ,damagos are provided for In SectIon 3708 of the Labor Code, Interest and ettomey' boa' SI(NAThRE •)' - .. - flATP ' 7 - i\ I hereby affirm that I amempt from thb.onte?s UcaWLew for the following reason: • 0 I, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure is not Intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractors 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 improvement Is sold within one year of - cnipletlon, the aenOr.bullder will have the burden of proving that he did not build or Improve for the purpose of sale). - - - 0 I, as owner of the property, am exdusively contracting with licensed contractors to construct the project (Sec. 7044, Business ánd'Professions Code: The Contractor's License Law does not apply loan owner of property whobuilds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's, License Law) • - . •' - •, . - 0 lam exempt under Section - Business and Professions Code for this reason: • - • I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES 0 NO . - • - I (have/have not) signed an application fora building permit for the proposed work. • .. . 3.I have contracted with the following person (firm) to provide the proposed construction (Include name! address! phonenumber! contractors license number): 4. I plan to provide portions of the wart, but I have hired the following person to coordinate, supervise and provide the major work (ndude name I address! phone number I Iontractors license number): - - L I will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (Include name I address! phone number !type of work): RSK3NATURi)_ DATE _7 - • WHITE: File • YELLOW: Applicant PINK: Finance' PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to submit a business plan, acutely hazardous.matenals registration for or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Adi? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control dlstndi or air quality management district? 0 YES 0 NO, Is the facility to be constructed vAthin 1,000 fed of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. -- I hereby affirm that there is a construction lending agency for the peifomiance of the work for which this permit is issued (Sec. 3097(I) Clvii Code). LENDERS NAME LENDER'S ADDRESS_____________________________________ E9APPUCANTCERTIFICAONRMMW --------- u--- I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations of 50' deep and demolition or construction of structures over 3 stories In height EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the budding or work authorized by such permit is not commenced within 180 days from the date of such permit or lithe building or work authorized by such permit Is suspended or abandoned at anytime after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE________________ ' T~ WHITE: File YELLOW: Applicant PINK: Finance UNSCHEDULED BUILDING INSPECTION DATE 1 (- INSPECTOR(,,/T PERMIT #(ôo 7 03YI JOB ADDRESS _€zsW PLAN CHECK # L (2— DESCRIPTION • CODE DESCRIPTION ACT COMMENTS A20 Inspection List. Permit#: CB070341 Type: RETAIN LC FAIRWAYS HOA= REPAIR 400 SF INTERIOR RETAINING WALL Date Inspection Item Inspector Act Comments 05/11/2008 89 Final Combo PD AP 01/23/2008 84 Rough Combo PD AP WALLS 01/04/2008 62 Steel/Bond Beam PD AP 12/20/2007 12 Steel/Bond Beam PD PA 12/20/2007 21 Underground/Under Floor PD AP 12/04/2007 12 Steel/Bond Beam PD AP CAISSONS 08/30/2007 11 Ftg/Foundatión/Piers PD AP 4 COLUMNS Friday, September 12, 2008 Page 1 of 1 Frog: Inspect testing 1+619+477+3604 12/18/2007 07:44 8354 P.004/004 I!4WN5PEc TESTING 1413 Wilson Ave National City. CA Tel: (619) 477 3670 FAX (619)4773604 VISUAL INSPECTION REPORT Project Name: LACOSTA FAIRWAYS RETAINING WALL ProjectAddress: 2544 NAVARRA DR. LACOSTA. CA Permit Number: C8010341 Architect FLC FLORES LUND Engineer FLC FLORES LUND File Number: General Contractor: RIEJO ENTERPRISES I.T. Job Number 8593.07-E Contractor Doing Reported Work: RIEJO ENTERPRISES Other: N/A Lab Recelvino & Testina Contr. Material Samale NIA flthAr INSPECTION MAIL SAMPLE QTY MAVL DESCRIPTION ...INSPECTION CHECK UST I FIELD 1J SHOP Reinforcing Steel T Reinforcing Steel fl Plan/Specs RR Structural Steel Roofing H.S. Bolts 0 Clearances C) Roofing Steel • Electrode Cl Positions U Studs - High Strength Boils Steel Weld Sizes 0 Metal Deck Laps o tl Studs D Weld Conditions H Material ______________________ ___________________ ________________ H_Base Drilled Holes ii ___________________ Corrective Actions H_•fl __ 0 fl Corrections Complete __ 9 fl. 0 Inspection Date/Comments: Inspection of the following field welds. All welds found to be acceptable. 6 ea. foundation angles to W 6 x 16 beams with 3/8' fillet welds (Detail 10) SH-1 12 ea. stiffener plates welded to the W6 x 16 beams with 1/4" fillet welds (Detail 10) SH-1 CERTIFICATE OF COMPLIANCE: All of the reported verk: unless otherwise noted, coinpitence with approved plans, specification and applicable sections 01 buIlding codes. This repoltonty covers the locations of the work Inspected and does not constitute engineering opinion act contro. Inspector. Roger Ehlers Certificate Number CWI 05101131 CIty 989 7 Signature ) - Note: Inspection based on 4 hour minimum; actubi time after 4 hours. 2 hour show r)is1aum br job cancellation. Overtime effective on Saturday. double time on Sundays. Time(s) Start 1:00 • R06ER I fillERS OVI 15101M QC1 IV. 10 [1r lime(s) Stop: 3:00 • Client Signature: • Date: 12-14-07 I From: Inspect testing 1+619+477+3604 12/18/2007 07:43 8354 P.003/004 pFpJNgpEc TESTING 1413 Wilson Ave NatlonalCity, CA Tel; (619)4773670 FAX (619) 477 3604 VISUAL INSPECTION REPORT Project Name: LACOSTA FAIRWAYS RETAINING WALL Project Address: 2544 NAVARRA DR. LACOSTA. CA Permit Number C8070341 Architect: FLC FLORES LUND Engineer PLC FLORES LUND File Number General Contractor RIEJO ENTERPRISES 1.1.. Job Number 8593-07-D Contractor Doing Reported Work: RIEJO ENTERPRISES Other NIA Lab ReceMno & Testing Contr. Material Samole: NIA dthir MIA INSPECTION MAL SAMPLE QTY MAVL DESCRIPTION INSPECTION CHECK LIST FIELD D SHOP Reinforcing Steel Reinforcing Steel 0 PlanlSpecs Structural Steel Roofing H.S. Bolts Lj Clearances JJ Roofing . fl Steel 0 Electrode Positions O Studs Ii High Strength Bolts Steel Z Weld Sizes o 1 0 Metal Deck 13 Laps 0_Studs Weld Conditions 0 Base Material 1J ________________ Ti________________ U Drilled Holes U Ii Ii 0 Corrective Actions 0- 11• _____ 0 • U ____________ ______ o Corrections Complete ILI o -. fl U U Inspection Date/Comments: Inspection of the following field welds. All welds found to be acceptable. 6 ea:W 6 x16 beam welds to pipe columns with 318" fillet welds (Detail 10) SH-1 CRTlFlCATE-OF COMPLIANCE: A iheiupwted woilc unless otherwise noted. compliance with approved plans. speclitcallun and applicable sections 0? buIlding codes. This report only covers the locations O1ft work inspected and does not constitute engineering opirsono control.* Inspector Roger Eh iers Certificate Number: I CWI 05101131 City 989 signature S Note: Inspection based on 4 hour minimum; actual time after 4 hours; 2 hour show dnlmumior job cancellation. 0 ertimeefIective on Saturday. double time on Sundays. Tlme(s)Start:: 11:00 CWI 15101)31 QURtOffJ8 Tlme(s)Stop: 1:00 Client Signature: • Date: 12•12-07 Jan 04 2008 8:07AM FLORESIILUND*CONSULTANTS 8585660627 p.2 FL 0 LUND CONSULTANTS January 4, 2008 Attention: Mr. Richard Zuniga Project: La Costa Fairways Permanent Underpinning, FLC# 06119 Dear Mr. Zuniga: In accordance with your request, we are providing a letter to confirm that it is acceptable to use #4 bars at 18" on center each way in the slab. The rebar perpendicular to the existing retaining wall may be doweled into that wall 4 inches with Simpson "ET" epoxy. Special inspection is not required since this connection is not structural We trust this information will aid you in the construction of this shoring design. If you have any questions, please feel free to call me at any time. Very truly yours, . . ••j _\ FLORES LUND CONSULTANTS Reviewed by - . ••,.J;.,\ IJ: .; - • Lawrence K. Pitkin Raymond H. Flores Project Design Engineer C.E.O. / Director of Structural Engineering 7220 Trade Street. Suite 1.20 • San Diegcf, CaIifOiIii 92.1 .(85) 566O626 FAX (858) 566062.7 Civ4 onti Sti'ucurI E.aeoiifl9 . .www.ftapoiund.Com w CHRISTIAN WHEELER ENGINEERING DAILY REPORT Project Name LA 3IiP1A15 Proiect# VV7 Project Addxjs .1 44 IVkV1tf..A JANI. Permit # za oio:rni Plan File # Controcto Architect Subcontractor Engin pLMES LU,Vh 0 Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors o Shop Welding 0 Field Welding 0 Fireproofing Material/Equipment: A-Wflvt'. 0311 L&. 'P PIPE. Weather: Date Time Arrived: Time Departed: f Hours Charged: Zo Al. kRA IJ2fl OW SITE kS 3114 ED U L1ETb. V,Q1i Ev) 'PIMVS WITH F,iab IFIMENA14 . PUW 5MkE7 I 7???tIED 11, . VT. L. 213 izc T Ef MILL64C k.Ti POL P1 E lb Tog LA7 ai s JEIA, ks.. IJf1ID(1'Jt tUP& VECAIRCATivm f W\JL 1.MMT ALIML - I) ('d4'S ?W £ (..eLfl &g9 i i) / ,k-IM . L00 DETAIL (0/5m-? U14 wCLA LT/ea4' e. r&i-r. 's AIL 7 CLMP 07E 2D(?%11 P Et..i / 4 '?,g E, Vie" 1 DPE?.4 Ial WI P,kX-'f OP WILL 7-4N4- #cfl, KIG itbS W 3f1-L cE5 AOE7 OfVff U ..T R4*5''L- TM ?11 4J (-0 Rib O 3EVL? TP K?'. tNTgVkUrP lb D £4 *E i?45ETfl4 e (-4flFL -ir Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. c2S g5-5 -c CJ--t A. (3 0-7 Inspector/Technic n s Signature Reg. # Superin endent s Signature Date c-AR' 7. P(TbWY&HL Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 '. . EsGil Corporation In Partnersliip with government for (Buitling Safety DATE: 3/9/07 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 070341 SET: II PROJECT ADDRESS: 2544 Navarra Drive Unit #12 PROJECT NAME: Retaining Wall Repair O CANT IS. 2N REVIEWER 0 FILE LI 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. fl The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. El The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI 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. El Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Provide special inspection program to the building official prior to issuance of the building permit. See attached sheets. By: David Yao Enclosures: Esgil Corporation El GA 0MB DEJ [:1 PC 3/5 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 . EsGil Corporation In (Partners/lip wit/i government for Bui(iing Safety DATE: 2/16/07 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 070341 SET:I PROJECT ADDRESS: 2544 Navarra Drive Unit #12 PROJECT NAME: Retaining Wall Repair 13 APDXANT JURIS U PLAN REVIEWER U FILE 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. F-1 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Jacob Vogelsang 1151 Hubbard Ave. Escondido CA 92027 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: 1Jac9b Vogelsang Telephone #: 760-291-7667 Date contacted/I (fO7(byIf1 Fax #: Mail Telephone Fax In Person LI REMARKS: (/I(\) By: David Yao Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ D PC 2/12 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 070341 2/16/07 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 070341 PROJECT ADDRESS: 2544 Navarra Drive Unit #12 DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 2/12 2/16/07 REVIEWED BY: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be• submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? El Yes El No City of Carlsbad 070341 2/16/07 All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 editions of the California Building which adopt the 1997 UBC. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide the designer's or contractor's construction cost estimate of all work proposed. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1 804.(includina the recommendation for caisson.) Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 106.3.3. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The foundation excavations comply with the intent of the soils report." Provide complete structural calculation to justify the caisson size, spacing, embedment, steel beam and connections. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. City of Carlsbad 070341 2/16/07 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: DYes 0 N The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. a. - City of Carlsbad 070341 2/16/07 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2S'/(f PLAN CHECK NUMBER: Q.B0704 I OWNER'S NAME: 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 Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. 'KSign d - 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 fisted above. Enginu,YA,chit.t Seal £ SIg,atu,s Hiss Signed 1. List of work requiring special inspection: Soils Compliance Prior to Foundation Inspection (.Field Welding fJ Structural Concrete Over 2500 PSI 0, High Strength Bolting O Prestressed Concrete Expansion/Epoxy Anchors O Structural Masonry 0 Sprayed-On Fireproofing O Designer Specified D Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 4EorEc11rtItnL EARCIMMA .ENC. CO p4 ELEZ EN&rNEE1?r& 3. Duties of the special inspectors for the work listed above: P?64P 'L'/.Q6 (AA/o#-J ,'lAJC4'OS B. //JrAI.,..4fl0.,u op pp/)A,,u€ r'v.'-r 501Z CV.AJ,0,,-1C1.AJ5 Special inspectors shall check in with the City and present their credentials for approval ørior to beginning work on the job site. LSLt01FL091. 8AtJ0eJaJUJ d01:1 1.0 02 qa 44 City of Carlsbad 070341 2/16/07 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 070341 PREPARED BY: David Yao DATE: 2/16/07 BUILDING ADDRESS: 2544 Navarra Drive Unit #12 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) repair retaining walls per city 7,200 Air Conditioning Fire Sprinklers TOTAL VALUE 7,200 Jurisdiction Code Icb jBy Ordinance Bldg. Perrnt Fee by Ordinance Plan Check Fee by Ordinance Type of Review: rw Complete Review r Structural Only I $84.291 I $54.791 17- Repetitive Fee I _ Repeats r F Comments: I- Other -T r Hourly THour * Esgil Plan Review Fee F F I $47.20] Sheet 1 of 1 macvalue.doc .Jaime A. Cerros, P.E. Senior R.C.E.34422G.E.... A. II No. 002U1J1 S FAX (85 8) 5491604• W UP .j&t's8c8 LC:t ø 39d 139 Geotechnical Exploration, Inc. Leslie 0. Reed President C.E.G.999/R.G.3391 7420 11A0E TREEr. SAN PIEGI Geotichnical Exploration, Inc. SOIL AND FOUNDATION ENGINEERING I GROUNDWATER S ENGINEERING GEOLOGY February 1, 2007 Job No.05-8947 La Costa Fairways H.O.A. C/o Cal West Property Management 519 Encinitas Boulevard, No.108 Encinitas, CA 92024 Attn. Mr. Signe Osteen Subject; Remedial Foundation Work La Costa Fairways, Unit 12 2544 Navarra Drive La Costa, California Dear Mr. Osteen: The foundation work for stabilization of the southern retaining wall of Unit 12 is ready to begin. It is important that public agencies reviewing project plans by Flores Lund Consultants understand that all proposed work is remedial in nature. The wail Is being underpinned to prevent additional settlement. The underpinning work will be followed by restoration of the unit interior to its original condition. No new improvements will be constructed. Should you have afly questions, please contact our office. Reference to our 30b No.05- 8947 will help expedite our response to your inquiries. Respectfully submitted, PLANNING/ENGINEERING APPROVALS PERMIT NUMBER C8 07 03111 DATE 2-9-07' ADDRESS 25q' Navarra 'Drive. RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$105000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES POOL /SPA VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER (o DATE 2/9/07 ENGINEE DATE 7 ![j Geotechnical Exploration, Inc. SOIL AND FOUNDATION ENGINEERING • GROUNDWATER ENGINEERING GEOLOGY 27 February 2007 LA COSTA FAIRWAYS HOA do Cal West Property Management 519 Encinitas Blvd., #108 Encinitas, CA 92024 Attn: Ms. Signe Osteen Subject: Response to General Plan Correction List La Costa Fairways, Unit 12 2544 Navarra Drive La Costa, California Job No. 05-8947 Dear Ms. Osteen: Geotechnical Exploration, Inc. herein presents our response to the geotechflical- related items (#5 through #9) contained in the General Plan Correction List prepared by the City of Carlsbad Planning and Engineering department, dated February 16, 2007 (Plan Check No. 07031). Item No. 5: Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. (including the recommendation for caisson.) GEl Response: The project soils report is titled "Report of Limited Geotechnical Investigation, La Costa Fairways...", and is dated December 22, 2005. The report was prepared by Mr. Jaime Cerros, Registered Civil Engineer R.C.E. 34422/ G.E. 2007. Section X, subsection B, Recommendation 4 (Page 19) of this report provides caisson design recommendations. Item No. '6: Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 106.3.3. GEl Response: The soils encountered -within GEl's exploratory handpit HP-1 have been classified as clayey sand (SC) and clayey silt (ML). Refer to Figure No. V of the above-referenced GEl report. Based on our laboratory testing and experience with similar soils in the La Costa area, the Expansion Index for the encountered 7420 TRADE STREETS SAN DIEGO, CA. 921210 (858) 549-7222 5 FAX: (858) 549-1604 S EMAIL: geoteth@gel-sd.com e2o' 0a4 I 4 4. La Costa Fairways Job No. 05-8947 La Costa, California. Page 2 soils is low to medium, with an El of less than 90. An Expansion Index test was not performed because the soils mechanism causing distress to the unit is settlement (compressibility) and not expansive soils uplift. Design bearing capacity infOrmation is presented on page 19 of the above-referenced GEl report. We have attached our letter dated February 1, 2007, concerning the remedial nature of the project. Item No. 7: Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5. GEl Response: On this site, the risk of liquefaction of foundation materials due to seismic shaking is considered to be low due to the firm to stiff nature of the natural- ground material and the lack of a shallow static groundwater surface under the site. The site does not have a potential for soil strength loss to occur due to a seismic event. Item No. 8: Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). GEl Response: The foundation plan and specifications have been reviewed. Recommendations within the above-referenced soils report, where applicable, have been incorporated into the plans. A letter under separate cover will be issued. No grading report was prepared since the project consists essentially of foundation underpinning. Item No. 9: The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The foundation excavations comply with the intent of the soils report." GEl Response: Observations have been made of the excavations for the drilled piles completed thus far. The observed caisson excavations are in general conformance with the recommendations of the above-referenced GEl report. A list of completed piles is as follows: La Costa Fairways Job No. 05-8947 La Costa, California. . Page 3 Excavation Pile No. Diameter Adjacent Formation Bottom or Remarks Date Ground Elevation Top Elevation Elevation 2/2/07 #2 12" 0'- -34.5' Groundwater © 29'. 51/2' ________ cave in 2/5/07 #4 12" 0' -29' 2/9/07 #6 12" 0' -26.5' -29' 2/7/07 #8 12" 0' -26.5' -28' 2/12/07 #10 12" . 0' - -25' -29 Thank you for this opportunity to be of service. Should you have any questions, you may contact the undersigned. Reference to our Job No. 05-8947 will help to expedite a reply to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. Leslie D. Reed, President C.E.G. 999iexp. 3-3]-07]/R.G. 3391 Jait1i Cerros, P.E. R.C.E. 34422/G.E. 2007 Senior Geotechnical Engineer /ESS/o rM No. 0090 M CTI: Exp. J OF Eli Geotechnical Exploration, Inc. SOIL AND FOUNDATION ENGINEERING • GROUNDWATER ENGINEERING GEOLOGY 01 February 2007 La Costa Fairways H.O.A. do Cal West Property Management 519 Encinitas Boulevard, #108 Encinitas, CA 92024 Attn: Ms. Signe Osteen Subject: Remedial Foundation Work La Costa Fairways, Unit 12 2544 Navarra Drive La Costa, California Dear Ms. Osteen: Job No. 05-8947 The foundation work for stabilization of the southern retaining wall of Unit 12 is ready to begin. It is important that public agencies reviewing project plans by Flores Lund Consultants understand that all proposed work is remedial in nature. The wall is being underpinned to prevent additional settlement. The underpinning work will be followed by restoration of the unit interior to its original condition. No new improvements will be constructed. Should you have any questions, please contact our office. Reference to .our Job No. *05-8947 will help expedite our response to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. C.E.G.999[exp. 3-31-07]/R. Jaimg.A1-eerFs, P.E. Senior Geotechnical I R.C.E. 34422/G.E. 2( of ESSioj cc Exp. CIO No fl02007 301 * OF 7420 TRADE STREETS SAN DIEGO, I FAX: (858) 549-1604 S EMAIL: geotech@gel-sd.com - !j Geotechnical Exploration, Inc. SOIL AND FOUNDATION ENGINEERING S GROUNDWATER S ENGINEERING GEOLOGY 03 December 2007 LA COSTA FAIRWAYS HOA do Cal West Property Management 519 Encinitas Boulevard, Suite 108 Encinitas, CA 92024 Attn. Ms. Signe Osteen Subject: Observations of ComDleted Drilled Piles La Costa Fairways, Between Units B and C 2544 Navarra Drive Carlsbad, California Dear Ms. Osteen: Job No. 05-8947 As requested by your general contractor, we have intermittently visited the subject property to observe the drilling of 12-inch-diameter pile foundations for the subject residential unit wall underpinning. Four out of 10 drilled piles were observed to have been satisfactorily drilled as of February 12, 2007. Pile Nos. 2, 4, 6, 8, 10 were drilled in February 2007. Additional piles (Nos. 1, 3, 5, and 7) were drilled in September 2007. PILE DRILLING OBSERVATIONS Pile drilling observations for the underpinning project started on January 31, 2007. The drilling contractor started on Pile #2. The pile drilling was completed on February 2, 2007, to a depth of 34.5 feet. Wet soil conditions were encountered starting at -29 feet below ground surface when drilling. Soil cave in was noted on February 5, 2007, from depths of -29 to -34.5 feet. 7420 TRADE STREETS SAN DIEGO, CA. 921210 (858) 549-7222 0 FAX: (858) 549-1604. EMAIL: geotech@gei-sd.com La Costa Fairways Job No. 05-8947 Carlsbad, Californicl Page 2 Pile #4 was drilled to -29 feet, where groundwater was encountered as with pile #2. Pile #4 was completed on February 2, 2007. Pile #6 drilling started on February 5, 2007, and was suspended on February 6, 2007, after encountering refusal at feet in depth. The drill rig moved to pile #8. Drilling work resumed on Pile #6 on February 8, and the contractor completed drilling on February 9, 2007, to a depth of -28 feet below ground surface. No groundwater was encountered. Pile #8 drilling started on February 6, 2007, and suspended the same day due to drilling refusal. Drilling resumed on Pile #8, and contractor was able to drill to -29 feet in depth on February 7, 2007. No groundwater was encountered. Pile #10 was finished to -29 feet on February 12, 2007. No groundwater encountered. Pile #1 was partly drilled in May 2007 and observed by our representative on May 24, 2007. This pile was drilled to -5.5 feet when rock was encountered. No groundwater was encountered, but some loose soils were encountered. On September 19,'2007, the general contractor called for site observations and drilling on Pile #1 when the equipment broke down. Drilling of Pile #1 was completed to 29 feet in depth on September 25, 2007. On July 23, 2007, a site meeting was called by the general contractor. As of that date no steel had been placed in the previously drilled excavations. The meeting was called to decide how to place the steel reinforcing (5-inch-diameter steel pipe). On August 8, 2007, the general contractor called for site observations. The contractor had placed steel in the drilled holes and was ready to place concrete. Drilled pile excavations completed in February 2007 were left open due to permit processing, and drilling work resumed on May 24, 2007. ITT La Costa Fairways Job No. 05-8947 Carlsbad, California Page 3 Drilled pile excavations Nos. 3, 5, and 7 were measured by our representative on September 27, 2007. They were measured to have been drilled to -29 feet below the ground surface. On September 28, 2007, our representative measured Pile #9 to have been drilled to 29'3". No groundwater was encountered. On October 2, 2007, our representative. remeasu red drilled excavation #2 to extend to -35.5 feet. On November 19, 2007 (our last site visit), our representative was called back to the site and re-measured drilled excavation #2 to -27.5 feet. The drilling contractor indicated that he had placed a sonotube at the bottom of the drilled excavation to help reduce the soil caving. The lower 8 feet of the previously drilled excavation encountered loose and saturated soils. The contractor was ready to place steel and concrete on November 19, 2007. Pile #2 was drilled 3 feet away from Pile #1 rather than 6 feet as called for in the plans. The pile excavations for the residential underpinning were drilled between Units B and C, in substantial compliance with the structural plans by Flores Lund Consultants, dated November 17, 2006. Recommendations for the structural design of the drilled piles were presented in our "Report of Limited Geotechnical Investigation, La Costa Fairways, 2544 Navarra Drive, Carlsbad, California," dated December 22, 2005, Job No. 05-8947. The recommended drilled pile embedment depths along the south wall were anticipated to range between 20 and 30 feet, with an average of 25 feet. The allowable frictional strength was 1,000 psf. End bearing allowable capacity recommended in our December 22, 2005, report was 8,000 psf. The bottoms of the drilled excavations were cleaned to the best feasible cleaning operation with the available tools. The underpinning contractor was RICJO Enterprises. La Costa Fairways Job No. 05-8947 Carlsbad, California Page 4 The observed soils conditions were found to be in substantial conformance with the soils investigation report; and the drilled pile foundation excavations were observed to extend to the proper depth and bearing strata. LIMITATIONS The findings, opinions, and conclusions presented herein have been made in accordance with current generally accepted principles and practice in the field of geotechnical engineering in the City of Carlsbad. No warranty, either expressed or implied, is made. This opportunity to be of service is sincerely appreciated. Should you have any questions regarding this matter, please feel free to contact the undersigned. Reference to our Job No. 05-8947 will help to expedite a response to your inquiries. Respectfully submitted, GEOT55NCAL EXPLQRA TION, INC. IV Jaime A. Cerros, P.E. 002007 0. R.C.E. 34422/G.E. 2007 Senior Geotechnical Engineer Enclosures: Plate No. I ¼ LLA12 LIST OF DRILLED PILES La Costa Fairways 2544 Navarra Drive Carlsbad, California Drilling Date Pile No. Diameter. Total Penetration 2/5/07 4 12" 29' 2/9/07 6 12" 29' 2/7/07 8 12" 28' 2/12/07 10 12" 29' 9/24/07 1 12" 29' 9/27/07 3 12" 29' 9/27/07 5 12" 29' 9/27/07 7 12" 29' 9/28/07 9 12" 29' 11/19/07 2 12" 27.5' -41