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Home My WebLink About2672 PEPPERTREE WAY; ; CB050852; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-06-2(}05 Retaining Wall Permit Permit No: CB050852 ' Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2672 PEPPERTREE WY CBAD RETAIN Status: Lot#: 195 Applied: Valuation: 2131503000 $3,568.00 Construction Type: NEW Entered By: Reference #: Plan Approved: Issued: Project Title: HEATHER CT LOT 195 223 SF Plan Check#: RETAIN WALUCITY STDS/LEVEL BACKFILL Applicant: GREYSTONE HOMES INC 1525 FARADAY AVE #300 CARLSBAD CA 92008 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 Owner: GREYSTONE HOMES INC 1525 FARADAY AVE #300 CARLSBAD CA 92008 Total Fees: $89.26 Total Payments To Date: $0.00 Balance Due: ISSUED 03/16/2005 KG 05/06/2005 05/06/2005 PC050035 Inspect Area: $53.49 $0.00 $34.77 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $89.26 $89.26 7701 05/06/05 0002 01. CGF" Inspector: FINAL APPROVAL Date: /r M · t'(:, 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 lT APPLY to any I f whi 02 89-26 . • City of Carlsbad Bldg Inspection Request For: 01/24/2006 . Permit# CB050852 Title: HEATHER CT LOT 195 223 SF Description: RETAIN WALL/CITY STDS/LEVEL BACKFILL Type: RETAIN Sub Type: Job Address: Suite: Location: 2672 PEPPERTREE WY Lot 195 APPLICANT GREYSTONE HOMES INC Owner: BECKELHIMER WILLIAM J&TAMI L Remarks: CAN YOU FINAL? Total Time: CD Description 69 Final Masonry Comments/Notices/Hold Phone: Inspector: ----- Requested By: CHRISTINE Entered By: CHRISTINE Associated PCRs/CVs Original PC# PC050035 lnsQection Histoey Date Description Act lnsp Comments 07/26/2005 65 Retaining Walls AP RB FRENCH DRAIN 07/07/2005 66 Grout AP RB 06/30/2005 61 Footing AP RB -;: FOOTING OBSERVATION SUMMARY ... . Leightoh ~nd Associates, Inc. A LEIGHTON GROUP COMPANY Project Name: /3tu.«1 ih1l".-d fe·Y Date: Location: --P,r.tf?t?~ ~iJJ'rLJ Project No.: 7 Plan File No.: ________ Permit No.: _____ Unit/Phaselk.£t(s): Referenced Geotechnical Report(s): ,rs-1,,,t.1-r-l:) ~ or {U)LL 1, H 1--f1,-;~ torut:»t& , t--<iT-J 111r , )::.,t--t-1() "i.tJ. a r -1-1,J, , I 13& f2 B,taulf , 6f ~ ~ ;::::,nc,, lt.mtJJH(...,. &"~ If-: Zt:M 4: > ' I ~ I ' Observation Summary z,t:,t/ Initials A representative of Leighton and Associates observed onsite soil conditions. Soil conditions at lo ·,,?-9-cJDate the site are substantially in conformance with those assumed in the geotechnical report. l,c.)H Initials l,;9• ornate 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 conformance with recommendations of the geotechnical report. Initials ---- Date A representative of Leighton and Associates measured footing setback from slope face. The setback was in general accordance with the recommendations of the geotechnical report. ---- ZA-) J-1 Initials t,.•;9-c.S-Date 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, presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking 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 rain, 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 FIELD COPY 3930 R 1-05