HomeMy WebLinkAbout2569 DISCOVERY RD; ; CB041619; Permit05-14-2004
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Retaining Wall Permit Permit No CB041619
Building Inspection Request Line (760) 602-2725
Job Address
Permit Type
Parcel No
Valuation
Reference #
Project Title
2569 DISCOVERY RD CBAD
RETAIN
2131303000 Lot#
$5,213 00 Construction Type
30
NEW
BRESSI RANCH PA 6-- 331 SF
RETAIN WALL PER CITY AND/OR SDRS C-1
Status
Applied
Entered By
Plan Approved
Issued
Plan Check*
ISSUED
04/21/2004
SB
05/14/2004
05/14/2004
PC04-40
Inspect Area
Applicant
GREYSTONE HOMES
101
5973 AVENIDA ENCINAS
CARLSBAD CA 92009
760-804-7700
Owner
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
$6889
$000
$4478
$000
$1 00
$000
$000
$000
$000
$11467
Total Fees $11467 Total Payments To Date $000 Balance Due $11467
05/14/04 0002 OJ
114-07
SIGNATU
City of Carlsbad Bldg Inspection Request
For 08/25/2004
Permit* CB041619
Title BRESSI RANCH PA 6- 331 SF
Description RETAIN WALL PER CITY AND/OR SDRS C-1
Inspector Assignment PS
2569 DISCOVERY RD
Lot 30
Type RETAIN Sub Type
Job Address
Suite
Location
APPLICANT GREYSTONE HOMES
Owner
Remarks
Phone 7605228206
Inspector
Total Time
CD Description
69 Final Masonry
omment
Requested By PAUL
Entered By CHRISTINE
Associated PCRs/CVs
Inspection History
Date Description Act Insp Comments
05/20/2004 66 Grout AP PS
05/17/2004 61 Footing AP PS
FOOTING OBSERVATION SUMMARY
Leighton and Associates, Inc
A LEIGHTON GROUP COMPANY
Project Name
Location
Plan File No
Date
Project No
Permit No Unit/Phase^tStfs.)-}3 3/5
Referenced Geotechnical Report(s)
4
-4 ~7ff£0ui,tJ
1 2
Observation Summary >" ' :
Initials A representative of Leighton and Associates observed onsite soil conditions Soil conditions at
Date *ne Sl*e are substantially in conformance with those assumed in the geotechnical report
Initials
Date
Initials
Date
Initials
Date
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
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
/A/
Notes to Superintendent/Foreman
^ Footing excavations should be cleaned of loose debris aftd 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 penod of time and the contractor should schedule accordingly
3 In the event of a site change subsequent to our footing observation and pnor 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
hton and Associates, Inc Date
Gold - Field 3930 R/0403