HomeMy WebLinkAbout2571 Ingleton Ave; ; CB041630; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
05-14-2004 Retaining Wall Permit Permit No: CB041630
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
2571 INGLETON AV CBAD
RETAIN
Parcel No:
Valuation:
Reference #:
2131304900
$5,481.00
Lot#: 49
Construction Type: NEW
Project Title: BRESSI RANCH PA 6--348 SF
RETAIN WALL PER CITY AND/OR SDRS C-1
Applicant:
GREYSTONE HOMES
101
5973 AVENIDA ENCINAS
CARLSBAD CA 92009
760-804-7700
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
Total Fees: $114.67
Inspector:
Owner:
Total Payments To Date:
FINAi ....:I.J~F:W\
Date:
$0.00
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Plan Check#:
ISSUED
04/21/2004
SB
05/14/2004
05/14/2004
PC04-40
$68.89
$0.00
$44.78
$0.00
$1.00
$0.00
$0.00
$0.00
$0.00
Inspect Area:
$114.67
Balance Due: $114.67
'\t;'. . ,,._,
Clearance:
pproval of your project includes the" position" fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." Y have 90 days from the date this permi 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
f I x i n f which ou have r vi I e n iv n N T whi h h atu e f Ii i ti I h rwi
~ . .t
m . . City of Carlsbad Bldg Inspection Request
.
.
For: 08/25/2004
Permit# CB041630
Title: BRESSI RANCH PA 6·· 348 SF
Description: RETAIN WALL PER CITY AND/OR SDRS C-1
Type: RETAIN Sub Type:
Job Address: 2571 INGLETON AV
Suite: Lot 49
Location:
APPLICANT GREYSTONE HOMES
Owner:
Remarks:
Total Time:
CD Description
69 Final Masonry
)i... Comment
Associated PCRs/CVs
lnsgection Histoiy
Date Description Act lnsp Comments
07/22/2004 66 Grout AP PS
07/19/2004 61 Footing AP PS
07/19/2004 62 Steel/Bond Beam AP PS
Inspector Assignment: PS ---
Phone: 7605228206
Inspector:~
Requested By: PAUL
Entered By: CHRISTINE
..
• I I..•• J • ,
: : .... •
• FOOTING OBSERVATION SUMMARY
Leighton and Associates, Inc.
A L EIGHTON GROUP COMPANY
Project Name: (9 7 10 0 5":J B~cr W.~d
Location: ':--.. , /7 /J. ~ '<.. Gtt':J Bi":U Lit I I
·-Date:
Project No. :
Plan File No.: Permit No.: _____ Unit/Phase~):~~~~~:-:,,S?>-5:+
Referenced Geotechnical Report(s):
/J.trrlt!n,lk1#tei> ~Cd eeu1,11 <l&t,tE ~,/lW~ t.CJTc',PhfUlld i}'tllt;F/tan,/'A-/,
7 Jt&v1,tf /U ·IO '1-/..7, $fl6{' ,&trlu~ CA,-4 ~ µ'N--C a,,, t, 1 1Jze.rr~.(';J.) ~ L.!Dhlf7?tl7 ~1<;, 7,'Ulc; f
Observation Summary
zH Initials
<;.;14 ·t> 4 Date
Jfl Initials
~;.)4 -~ Date
7H Initials
(o24·A: Date
zJ-1 Initials
{..;,4 A Date
A representative of Leighton and Associates observed onsite soil conditions. Soil conditions at
the site are substantially in conformance with those assumed in the geotechnical report.
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.
~n ~S .!Cf;G? 4(J• C,.mi7Ztn\l 9?6'o?a#,rJT olJIH77'lt~ (),F 9uEF
&,a9:n?f) IA/ ,t:q , ,&,. ..-vu mn-.1i;) ,/i!tnu,vA-Z--<,1F ..::ft..M P'.F ~,, ;!
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.
f /oate
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White-File Yellow -Client Gold -Field 3930 R/0403