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Home My WebLink About2566 DISCOVERY RD; ; CB042420; Permit08-06-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No CB042420 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2566 DISCOVERY RD CBAD RETAIN 2131301300 Lot# $12,97800 Construction Type BRESSI RANCH ROAD WALLS 824 SF RETAINING WALLS, 3 TOTAL 13 NEW Status Applied Entered By Plan Approved Issued Plan Check* Inspect Area Applicant LENNAR HOMES OF CA 24800 CHRISANTA DR MISSION VIEJO CA 92691 949-598-8500 Owner ISSUED 06/17/2004 MDP 08/06/2004 08/06/2004 PC04-73 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 $12279 $000 $7981 $000 $1 30 $000 $000 $000 $000 $203 90 Total Fees $203 90 Total Payments To Date $000 Balance Due $203 90 8371 08/06/04 0002 01 02 CGF" 203.90 SIGNATURE City of Carlsbad Bldg Inspection Request For 02/02/2005 Permit* CB042420 Title BRESSI RANCH ROAD WALLS Description 824 SF RETAINING WALLS, 3 TOTAL Inspector Assignment 2566 DISCOVERY RD Lot 13 Type RETAIN Sub Type Job Address Suite Location APPLICANT LENNAR HOMES OF CA Owner GREYSTONE HOMES INC Remarks Phone 7604459638 Inspector Total Time CD Description 69 Final Masonry Requested By KEN Entered By CHRISTINE Act Comment Associated PCRs/CVs Inspection History Date Description 11/01/2004 66 Grout 10/26/2004 10/25/2004 10/22/2004 10/14/2004 10/14/2004 10/06/2004 66 Grout 66 Grout 66 Grout 61 Footing 66 Grout 61 Footing Act Insp Comments AP PS NOTED ON CARD AP PS NR PS CA PS BY KEN ON SITE AP PS WALL 6 AP PS WALL 8 1ST LIFT AP PS SOUTH WALL Project Name Lennar/ Bres.si Ranch Project No. 971009-011 Date 1-31-05 Location: Carlsbad/CA Author: Drew Shahan To. City of Carlsbad Subject- S D G & E Retaining Wall, Bressi Ranch project, Carlsbad, California A Leighton and Associates field representative was present to observe the footing excavation, subdram installation and conduct compaction testing during backfill operations for, S D G & E Retaining Wall #6, Permit # CB042420, located, 2566 Discovery Road, Carlsbad, Lot #13, El Fuerte Street, sta 36+39 61-36+82 11 The field representative has concluded that the above observations and compaction testing was performed in accordance with the project recommendations, per Leighton and Associates Geotechnical Report for the Bressi Ranch project, dated August 18, 2004 Page of Leighton and Associates FIELD MEMORANDUM Received By Print 3960 1098 10826 South Norwalk Blvd , Santa Fe Springs, CA 90670 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT SyVIT Job No TYPE OF INSPECTION REQUIRED l~l Reinforced Concrete n P°st Tensioned Concrete J[2^?einforced Masonry CD Stractural Steel Assembly d Fire Proofing D Asphalt Quality Control Other Job Address Et City Job Name it No'Issued By Type of Structure 'J-Architect fX<|T e of" Material Description (type grade source)Engineer zContractor 7?< Inspector(s) Name Subcontractor TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY — LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT NO'S OF TEST SAMPLES TAKEN STRUCT CONNECTIONS (WELD MADE H T BOLTS TORQUED) CHECKED, ETC O A /o 2, CERTIFICATION OF COMPLIANCE I HEREBY CERTJQ'THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORKJJfllts»THERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS AND APPLICABUrSOTpJS OF THE GOVERNING BUILDING LAWS CONTINUED ON NEXT PAGE PAGE OF SIGNATURED REGISTERED INSPECTOR& SPECIALTY NO AGENCY TIME IN TIME OUT A? 3 REG HOURS 0 T HOURS CYLINDERS of 4 hours afid over 4 hours - 8 hourAll inspections based on minimum In addition, ajj^fypspection ext^qtlingipast noon hour will be an 8 Approved b ^* ilProject Superij/lendent WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD - JOB SITE COPY Southwest Inspection aed Testing,, Inc. 10826 South Norwalk Blvd , Santa Fe Springs, CA 90670 (562) 941-2990 • (714) 526-8441 - Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT Date TYPE OF INSPECTION REQUIRED l~~l Reinforced Concrete Post Tensioned Concrete Masonry O Stractural Steel Assembly O Fire Proofing D Asphalt D Quality Control n Other Job Address City cf 2Job Name it No Issued By Type of Structure Architect O-^-T VtSic Material Description (type grade source)Engineer Q U'l ^ Contractor Inspecfor(s) Name Subcontractor ¥TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES 7 INSPECTION SUMMARY — LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT NO'S OF TEST SAMPLES TAKEN STRUCT CONNECTIONS (WELD MADE H T BOLTS TORQUED) CHECKED, ETC abj c <?r ^/-£7 ^7P 5c»O -A Xt ? T^ ,> CERTIFICATION OF COMPLIANCE I HEREBY CERTIFYThl^T I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK imesforyEMisE NOTED i HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECJPfCATIOXANDyAPPLICABLE SECTIONS^ THE GOVERNING BUILDING LAWS CONTINUED ON NEXT PAGE PAGE OF CABLE SECTION^F 1 SIGNATURE Of-REGISTERED INSPECTOR SPECIALTY NO AGENCY TIME IN TIME OUT REG HOURS 0 T HOURS CYLINDERS All inspections based on a minimum In addition, hour minimum Approved by >ver 4 hours - 8 hour noon hour will be an 8 Project Sup^fmendent WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD - JOB SITE COPY Southwest Inspection and Testing, Inc. 10826 South Norwalk Blvd , Santa Fe Springs, CA 90670 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 REGISTERED SNSPECTORS'S DAILY REPORT SWIT Job N Dqte TYPE OF INSPECTION REQUIRED [J Reinforced Concrete Q Post Tensioned Concrete 2gf Reinforced Masonry [H Structural Steel Assembly n Fire Proofing D Asphalt n Quality Control £] Other Job Address Job Name /t£ A. Type of Structure ) — r*T*.. A^ Architect e T ; e,X"C Material Description (type grade source)Eng neer Contractor / yf~rc sn Inspector(s) Name ( 1~ .Subcontractor £ X"1 C- c *-z / <• TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLiES INSPECTION SUMMARY - LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS PROGRESS, REMARKS, ETC INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT NO'S OF TEST SAMPLES TAKEN STRUCT CONNECTIONS (WELD MADE H T BOLTS TORQUED) CHECKED, ETC s jr. P^v tci JS «r c~7Ci ^ t' 1 HEREB CERTIFICATION OF COMPLIANCE THAT 1 HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED ERWISE NOTED 1 HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS AND APPLICABLESJCIONS OF THE GOVERNING BUILDING LAWS CONTINUED ON NEXT PAGE PAGE OF SIGNAHBRE OF REGISTERED INSPECTOR ~SP. SPECIALTY NO AGENCY TIME IN ~7C0£ All inspec minimum hour mini Approved bi TIME OUT 2*0* REG HOURS & ions based on a minimi In addition, any inseect num ll <|* iff! s OT HOUF',5 CYLINDERS m of 4 hours and over 4 hours - 8 hour Dn extending past noon hour will be an 8 V. I Pro|ect superintendent WHITF . npFirprnpY PANARY . ArrniiNTiNr, rnpY. PINK - INSPECTOR'S COPY. ooi.nF.NRon - JOB SITE COPY Southwest Inspection and Testing, Inc. 10826 South Norwalk Blvd , Santa Fe Springs, CA 90670 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT SWIT Job TYPE OF INSPECTION REQUIRED 1~1 Reinforced Concrete Q Post Tensioned Concrete garlfeinforced Masonry D Structural Steel Assembly l~l Fire Proofing D Asphalt Quality Control Other Job Aaaress Job Name Permitjjo , --- ^issued By Type of Structure Architect c^T 9 f < Material Description (type grace source}Engineer ~rContractor Insoector(s) Name '.,! C Subcontractor o TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY — LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED JOB PROBLEMS PROGRESS REMARKS, ETC INCLUDES INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED NUMBER, TYPE & IDENT NO'S OF TEST SAMPLES TAKEN STRUCT CONNECTIONS (WELD MADE H T BOLTS TORQUED) CHECKED ETC CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UytfSfOTHBlWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS iO APPLICABLE SECJJ£«ygp?iE GOVERNING BUILDING LAWS CONTINUED ON NEXT PAGE PAGE OF SIGNATURED REGISTERED INSPECTOR SPECIALTY AGENCY TIME IN TIMEOUT REG HOURS OT HOURS CYLINDERS All inspections b minimum In ad' hour minimum Approved by 1 on a minimum of 4 hours and over 4 hours 8 hour \tioB extending past noon hour will be an 8 Leighton and Associates, Inc A LEiGHTON GROUP COMPANY FOOTING OBSERVATION SUMMARY Project Name Location Plan File No Referenced Geotechnical Report(s) Date Project No Permit No Umt/Phase/Lot(s) Observation Summary Initials A representative of Leighton and Associates observed onsite soil conditions Soil conditions at Date the site are substantially in conformance with those assumed in the geotechnical report Initials A,representative of Leighton and Associates observed and measured footing excavation depth/width Footing excavations extend to proper depth and bearing strata and are in general Date conformance with recommendations of the geotechnical report j Initials A/epresentative of Leighton and Associates measured footing setback from slope face The Date setback was in general accordance with the recommendations of the geotechnical report Initials _J_ Date !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 Date White - File Yellow - Ghent Gold - Field 3930 R/0403