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Home My WebLink About2223 PALOMAR AIRPORT RD; ; CB053337; Permit07-07-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No CB053337 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant MARY RYAN 949 582-3735 2223 PALOMAR AIRPORT RD CBAD RETAIN 2130702900 Lot# 0 $36,000 00 Construction Type NEW HOMEWOOD SUITES-2000 SF RETAIN WALL Status Applied Entered By Plan Approved Issued Plan Check* Inspect Area Owner AGO HILLS L L C C/O EDWARD G COSS 620 NEWPORT CENTER DR NEWPORT BEACH CA 92660 ISSUED 09/22/2005 RMA 02/28/2006 02/28/2006 PC050098 JM Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $276 35 $000 $17963 $000 $360 $000 $000 $000 $000 $459 58 Total Fees $459 58 Total Payments To Date $459 58 Balance Due $000 Jnspector FINAL AP Date J Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications reservations or other exactions hereafter collectively referred to as fees/exactions ' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired inspection List Permit* CB053337 Type RETAIN HOMEWOOD SUITES-2000 SF RETAIN WALL Date Inspection Item Inspector Act Comments 07/06/2006 69 Final Masonry JM Fl 04/28/2006 65 Retaining Walls JM PA SOUTH WALL FOOTING Friday July 07 2006 Page 1 of 1 UNSCHEDULED BUILDING INSPECTION DATE 6/ INSPECTOR PERMIT # Qs^yyy PLAN CHECK # JOB ADDRESS _ DESCRIPTION CODE DESCRIPTION ACT COMMENTS FOOTING OBSERVATION SUMMARY Leighton Consulting, Inc A LEIGHTON GROUP COMPANY Project Name |ca$aclu\ n-cU\S Date Location CeukUad i'A Project No Plan File No Permit No ^Unit/Phase/Lot(s) Referenced Geotechnical Report(s) A3 vack /T&V Aou-'jm-e CS/UXO^VA- Hoi*i%w/o<s<i oY fa'jKfik Aii/)jvf '4- i^txoiAj i.'3-vl ifeci-O C'!&r£,C\ O" Oo- ' Observation Summary Initials A representative of Leighton Consulting observed onsite soil conditions Soil conditions at the Date Slte are substantially in conformance with those assumed in the geotechnical report Initials A representative of Leighton Consulting observed and measured footing excavation depth/width Footing excavations extend to proper depth and bearing strata and are in general conformance Date with recommendations of the geotechnical report Initials A representative of Leighton Consulting measured footing setback from slope face The setback Date was m general accordance with the recommendations of the geotechnical report Initials ^4s*i«iv4 ^ v^^^-o /"MY2*'uAky iV^u ' <J ky3' •" r>-vL ) f'Cj ^t<.-^ ^T vJ'^u'th ^fc Date tt,o ^^ -c;j^;f(<^^ Up_ _\i Notes to Superintendent/Foreman 1 Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete 2 Based on expansion potential of underlying soils, presoakmg of soil below slabs may be recommended Consult the geotechnical report for presoakmg recommendations We note that clayey soils may take an extended period of time and the contractor should schedule accordingly 3 In the event of a site change subsequent to our footing observation and prior to concrete placement (i e , heavy ram, etc ), we should be contacted to perform additional site observations Note to Building Inspector 1 Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading ForLreightbn Consulting, Inc Date 609 R 1 05 CLIENT/AGENCY COPY Leighton Consulting, Inc A LEIGHTON GROUP COMPANY FOOTING OBSERVATION SUMMARY Project Name ' Locatlon ' Plan File No Date Project No Permit No CumtumtyPhase/Lot(s) Referenced Geotechnical Report(s) O CU..J )\3 Observation Summary Y S Initials Date A representative of Leighton Consulting observed onsite soil conditions Soil conditions at the site are substantially in conformance with those assumed in the geotechnical report Initials o£ Date fA Initials Date A representative of Leighton Consulting observed and measured footing excavation depth/width Footing excavations extend to proper depth and bearing strata and are in general conformance with recommendations of the geotechnical report A representative of Leighton Consulting measured footing setback from slope face The setback was in general accordance with the recommendations of the geotechnical report Initials Date 4 u ^i ffi. W^ of 'Q^ "^o^ ZwiJ \i T>'-x\Cj^r^a t Notes to Superintendent/Foreman 1 Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete 2 Based on expansion potential of underlying soils, presoakmg of soil below slabs may be recommended Consult the geotechnical report for presoakmg recommendations We note that clayey soils may take an extended period of time and the contractor should schedule accordingly 3 In the event of a site change subsequent to our footing observation and prior to concrete placement (i e , heavy ram, etc ), we should be contacted to perform additional site observations Note to Building Inspector 1 Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading fcu.il\ u (-/ ——•FoKs^eighton-GonsOltmg, Inc Date 609 R 1 05 CLIENT/AGENCY COPY DAILY FIELD REPORT PROJECT DATE ADDRESS EQUIPMENT NAME / QOMPW -CONTACTS feN To? t&fe DESCRIPTION OF FtBtO OPERATIONS FIELD DENSITY TESTS TAKEN Arrive A Depart D A D A D FAILURES -RETESTS TOTAL DAILY HRS FAX f79&jr4to?477 E-maB: ENGO<3@aol,corn DAIIY FIELD REPORT PROJECT. ADDRESS EQUIPMENT <L«w.t*no* • NAME / COMPANY -CONTACTS N*J DESCRIPTION OF FIELD OPERATIONS .DATE t' f f<i**-<*a- or LJJei.r-1 ur ft f PtLat- /ttJ *>fi#~t pg.e -\ fr . , ** .- t • Si* i , '; '"- -."&tn>ttff JUST ..-FAILURES —RETESTS Arrive Depart t^..- D A D A D TOTAL DAILY HftS Apr 25 06 0803a ALETHA MARTINEZ 714-524-7596 RM SURVEYING 5651 Casa Loma Avenue Yorba Linda, California 92886 714-524-0474 Fax 714-524-7596 April 25, 2006 City of Carlsbad Attention: Building Department Subject Gravity Retaining Wall Reference Project Airport Hotels Ago Hills, LLC Carlsbad, CA Gentlemen This is to certify that we have staked the gravity retaining wall along the property line per the approved site and grading plan. Very truly yours, R.C Statan-PX.S 7415 RM/RCS/alm ENGINEERING I DESIGN GROUPm2121 Montiel Road, San Marcos, California 92069 • (760) 839-7302 • Fax (760) 480-7477 • www designgroupca com Date To Re June 27, 2006) Tarsadia Hotels \ Attention Rashik Patel/Lon Donald 620 Newport Center Drive - 14th Floor Newport Beach, CA 92660 Retaining Wall Tarsadia Hotels/Homewood Inn to be Located at 2223 Palomar Airport Road in the City of Carlsbad, California Subject Summary Letter of Keystone Wall Special Inspection Reference Wall Permit #CB053337 We have performed part-time site observation during the construction of the above referenced Keystone wall plans Our site observation included observation of concrete leveling pad excavations, placement of Keystone block, grid and wall backdrams Soil observation and compaction testing was performed by the project soils engineer, Leighton & Associates Based upon our observations of the wall construction, the wall has been built with the overall design intent of the project retaining wall plans Please note any work within the reinforced (i.e grid) zone of the project retaining wall should be reviewed by Engineering Design Group on a case by case basis If you have any questions regarding this letter, please fee free to contact our office Sincerely, ENGINEERING DESIGN GROUP California RCE 65122 Page No 1 E \LETTERU-ETTER 2\2005\053743-2, TARSADIA HOTEL-HOMEWOOD INN, 2223 PALOMAR AIRPORT RD, CARLSBAD - KEYSTONE INSPEC SUMM LTR wpd