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Inspection History Details

Permit: T07BU00482

Parcel: 14041055A

Inspection Status: Approved

Inspection History: REINFORCED MASONRY PRE-GROUT

Date Description Inspector Results Comments
02/13/2008 REINFORCED MASONRY PRE-GROUT Approved IVRS - Inspection :*
01/23/2008 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
1ST LIFT @ SOUTHEAST CORNER PENETRATING WALL
FROM 0' TO 4'
11/27/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
1) BASIN "B" EAST WALL 1ST LIFT-OK TO GROUT
11/20/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
7' LIFT SOUTH WALL
11/15/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
6' LIFT ON SOUTH RETAINING WALL
11/09/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
4'8" CENTRAL OF S WALL @ P.L
09/21/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
NORTH/WEST
RETENTION BASIN WALL EAST OF CIRCLE K FROM CATCH BASIN SOUTH - TOP OF WALL -- OK TO GROUT
08/28/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
STEMS WEST SIDE & SOUTH OF CIRCLE K
07/02/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
THIS INSPECTION COVERS THE FOLLOWING NORTH WALL AND WEST TO BASIN IN ACCORDANCE WITH LAYOUT AND SPECIFIC DETAIL 101/S1 PERIMETER WALL FOR SITE OK TO POUR
05/11/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
1) NOTE: THIS INSPECTION COVER 4'-8" AFF OF FOUNDATION ON WEST SIDE OF SITE 227' LONG IN COMPLIANCE WITH ATTAHCED DETAIL SKI
05/04/2007 REINFORCED MASONRY PRE-GROUT Not ready for Inspection IVRS - Inspection :*
05/03/2007 REINFORCED MASONRY PRE-GROUT Denied IVRS - Inspection :
See detailed listing on site.| 999*
MUST PROVIDE SPECIAL INSPECTION REPORT IN COMPLIANCE WITH THE SPECIAL CONDITIONS ON PERMIT PRIOR INSPECTION.
04/20/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
REINFORCING FOR MASONRY RETAINING WALL IN COMPLIANCE WITH VERTICAL REBAR TO 48" A.F.F (FOOTING)
MUST PROVIDE RFI BY ENGINEER TO ELIMINATE 3/4" DIA. WEEP HOLES AT 6" O.C AND REQ. INSPECTION FOR TOPOUT BOND BEAM REINFORCING INSP.