Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Inspection History Details
Inspection Status: Partial Approval
Inspection History: GRADING - FINAL
Permit Number - T04BU01265
Inspection Description - GRADING - FINAL
Inspection Status - Partial Approval
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 04/29/2005 | GRADING - FINAL | Partial Approval | THE FOLLOWING ITEMS STILL NEED TO BE ADDRESSED PRIOR TO THE APPROVAL OF THE FINAL GRADING. ITEMS #1 AND 2 NEED APPROVALS FROM BOTH ENGINEERING AND ZONING. ITEMS #4 AND 8 NEED TO BE ADDRESSED BY THE PROJECT ENGINEER. 1. PROVIDE CURBS ON THE WEST SIDE OF THE PARKING ISLANDS ON BOTH NORTH AND SOUTH PARKING AREAS. 2. PROVIDE A WATER HARVEST BASIN AT THE SOUTHWEST CORNER OF THE BUILDING. 4. VERIFY RETENTION BASIN "S2" BOTTOM ELEVATION AND PROVIDE 0.3% POSITIVE DRAINAGE FLOW TO 4" PVC BLEEDER PIPE AT THE BASE OF THE WEIR. 8. PROVIDE AN ARIZONA REGISTERED PROFESSIONAL ENGINEER'S CERTIFIED INSPECTION REPORT FOR THE DRAINAGE AND DETENTION/RETENTION FACILITIES. NOTE:THE ROCK RIP-RAP DOES NOT EXTEND TO THE TOE OF SLOPE IN THE R/D BASIN, FROM THE (6) WALL OPENINGS ON THE SOUTHWEST SIDE OF THE SITE . RECOMMENDATION: PROVIDE ROCK RIP RAP TO THE TOE OF SLOPE. |
|
| 04/13/2005 | GRADING - FINAL | Denied | 1. PROVIDE CURBS ON THE WEST SIDE OF THE PARKING ISLANDS ON BOTH NORTH AND SOUTH PARKING AREAS. 2. PROVIDE A WATER HARVEST BASIN AT THE SOUTHWEST CORNER OF THE BUILDING. 3. PROVIDE A 5' X 10' HAND PLACED ROUND ROCK RIP RAP SWALE AT THE ROOF DRAIN AT THE SOUTHWEST CORNER OF THE BUILDING AND ROUTE THE DRAINAGETHROUGH A SIDEWALK SCUPPER. SEE GENERAL CONSTRUCTION NOTE 28, PAGE C2.2. 3. REMOVE THE EXCESS SOIL AND DEBRIS AT THE SOUTH END OF RETENTION BASIN "R" (BEHIND THE TRASH ENCLOSURE). 4. VERIFY RETENTION BASIN "S2" BOTTOM ELEVATION AND PROVIDE 0.3% POSITIVE DRAINAGE FLOW TO 4" PVC BLEEDER PIPE AT THE BASE OF THE WEIR. 5. EXPOSE 4" OPENINS AT EXTERIOR PERIMETER OF WEIR STRUCTURE FOR INSPECTION. 6. COMPLETE THE TOP OF THE BERM NEXT TO THE 6" CONCRETE WEIR WALL AT THE SOUTHWEST CORNER OF SITE. 7. PROVIDE ROCK RIP RAP SLOPE PROTECTION ADJACENT TO ROLLING GATE WEST OF BUILDING. 8. PROVIDE AN ARIZONA REGISTERED PROFESSIONAL ENGINEER'S CERTIFIED INSPECTION REPORT FOR THE DRAINAGE AND DETENTION/RETENTION FACILITIES. NOTE:THE ROCK RIP-RAP DOES NOT EXTEND TO THE TOE OF SLOPE IN THE R/D BASIN, FROM THE (6) WALL OPENINGS ON THE SOUTHWEST SIDE OF THE SITE . RECOMMENDATION: PROVIDE ROCK RIP RAP TO THE TOE OF SLOPE. |