Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO.
If you cannot find what you are looking for please
submit a records request.
Inspection Status: Passed
Inspection History: ENGR Grading Final
| Date |
Description |
Inspector |
Results |
Comments |
| 08/18/2015 |
ENGR Grading Final |
MRUSSO |
Approved |
Entered by DROBERT5 - |
| 08/18/2015 |
ENGR Grading Final |
MRUSSO |
Approved |
Entered by DROBERT5 - |
| 06/18/2015 |
ENGR Grading Final |
MRUSSO |
Continued |
Entered by DROBERT5 - 1) NO INSPECTIONS CALLED IN - 09150 ENG PRE-CON ON PERMIT.
2) SITE IS LESS THAN 1 ACRE THEREFORE A STORM WATER PERMIT IS NOT REQUIRED HOWEVER DURING CONSTRUCTION IN THE CITY OF TUCSON CONTRACTORS MUST ENSURE SOIL FROM CONSTRUCTION REMAINS ON SITE.
3) TRASH ENCLOSURE WALLS- #4 VERTS @ 32" OC, #4 HORIZ BOND BEAM AT TOP OF WALL @16" OC , AND 2- #4 CONT @ BOTTOM OF FOOTING 18" BELOW GRADE.
4) TRASH ENCLOSURE SLAB - #4 RE-BARS AT 12" OC EACH WAY
5) ENSURE 10'CLEAR WIDTH EACH WAY AND A 5' CONCRETE APRON.
6) PARTIAL APPROVAL FOR FOOTINGS OK TO POUR
CALL FOR RE-INSPECTION FOR SLAB RE-BAR LAYOUT.
WILL INSPECT SITE/GRADING/LANDSCAPING PER APPROVED PLANS PRIOR TO FINAL APPROVAL |
| 08/18/2015 |
ENGR Grading Final |
MRUSSO |
Approved |
Entered by DROBERT5 - |
| 07/15/2015 |
ENGR Grading Final |
MRUSSO |
Continued |
Entered by DROBERT5 - 1) CURBS IN, CURB CUTS INSTALLED
2) BASIN ROUGHED IN ALONG THE NORTH SIDE OF THE SITE
3) TRASH ENCLOSURE MOSTLY COMPLETE
4) NO SGINIFICANT STORM WATER CONCERNS AT THIS TIME |
| 06/18/2015 |
ENGR Grading Final |
MRUSSO |
Continued |
Entered by DROBERT5 - 1) NO INSPECTIONS CALLED IN - 09150 ENG PRE-CON ON PERMIT.
2) SITE IS LESS THAN 1 ACRE THEREFORE A STORM WATER PERMIT IS NOT REQUIRED HOWEVER DURING CONSTRUCTION IN THE CITY OF TUCSON CONTRACTORS MUST ENSURE SOIL FROM CONSTRUCTION REMAINS ON SITE.
3) TRASH ENCLOSURE WALLS- #4 VERTS @ 32" OC, #4 HORIZ BOND BEAM AT TOP OF WALL @16" OC , AND 2- #4 CONT @ BOTTOM OF FOOTING 18" BELOW GRADE.
4) TRASH ENCLOSURE SLAB - #4 RE-BARS AT 12" OC EACH WAY
5) ENSURE 10'CLEAR WIDTH EACH WAY AND A 5' CONCRETE APRON.
6) PARTIAL APPROVAL FOR FOOTINGS OK TO POUR
CALL FOR RE-INSPECTION FOR SLAB RE-BAR LAYOUT.
WILL INSPECT SITE/GRADING/LANDSCAPING PER APPROVED PLANS PRIOR TO FINAL APPROVAL |