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Inspection History Details
Inspection Status: Approved
Inspection History: ENGINEERING - FINAL
Permit Number - T06CM05804
Inspection Description - ENGINEERING - FINAL
Inspection Status - Approved
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 12/03/2008 | ENGINEERING - FINAL | Approved | ||
| 08/15/2008 | ENGINEERING - FINAL | Partial Approval | OK FOR TEMP C OF O 1. PERMANENT C OF O NOT TO BE GIVEN UNTIL THE FINAL GRADING INSPECTION #09190 FOR T07BU00615 IS COMPLETED AND APPROVED. 2. BARRICADE ALL AREAS WHERE ON-GOING CONSTRUCTION ACTIVITY IS OCCURRING TO PREVENT PUBLIC/PEDESTRIAN ACCESS. 3. PROVIDE A LETTER OF CERTIFICATION FROM AN ARIZONA REGISTERED PROFESSIONAL ENGINEER THAT CERTIFYS THAT THE PROJECT, THE DRAINAGEWAYS, AND THE RETENTION/DETENTION BASINS ARE ALL CONSTRUCTED TO THE C.O.T. APPROVED GRADING PLAN. 4. CALL IN THE FINAL GRADING INSPECTION #09190 FOR T07BU00615. 5. CLEAN UP AND REMOVE ALL CONSTRUCTION MATERIAL AND DEBRIS:INCLUDING: CONSTRUCTION FENCE, ROLL-OFFS, PORTABLE TOILETS, SWPPP CONTROLS THAT ARE NO LONGER NEEDED, AND ALSO CLEAN-UP FAR EAST LOT. 6. VERIFY ALL ELEVATIONS IN THE RETENTION/DETENTION BASINS FOR CALCULATED VOLUMES. 7. PROVIDE (3"-6") WATER HARVESTING IN THE LANDSCAPE AREAS AS SHOWN ON THE LANDSCAPE PLANS. 8. PROVIDE CONCRETE WHEEL STOPS AT PARKING SPACES EAST OF BUILDING TO PREVENT VEHICLE OVERHANG ON TO THE SIDEWALK. NEED 4' OF SIDEWALK CLEARANCE. ALSO INSTALL WHEEL STOPS ON CHIP SEALED PARKING AREA. 9. ELIMINATE PONDING WATER ON ASPHALT DRIVEWAY EAST OF BLDG. 10. REMOVE STEPS AND PROVIDE A 12:1 RAMP AT NORTHEAST CORNER OF BUILDING, OR REVISE THE PLAN. 11. PROVIDE GROUTED ROCK RIP RAP ON 1:1 CUT SLOPE AT EAST END OF CHIP SEALED PARKING LOT NEXT TO THE RETENTION/DETENTION BASIN. 12. ADDRESS A.D.A. ACCESSABILITY AND PEDESTRIAN CIRCULATION ROUTE AT ASPHALT TRAIL, RAMP, AND DRAINAGE BETWEEN THE TRASH ENCLOSURE AND THE EAST RETENTION/DETENTION BASIN. (BARRICADE RAILING/HANDRAIL AND TRUNCATED DOMES). 13. REPAIR POT HOLE AND SUNKEN CURB ON MEDIAN ISLAND SOUTHEAST OF TRASH ENCLOSURE. 14. ADDRESS FRONT ACCESS CLEARANCE, BOLLARD AND GATE CLEARANCE FOR TRASH ENCLOSURE, AND PROVIDE A LETTER OF ACCEPTANCE FROM ANDY VERA 631-5160. 15. PAINT BOLLARDS AT RETENTION/DETENTION BASIN NEAR TRASH ENCLOSURE. |
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| 08/06/2008 | ENGINEERING - FINAL | Denied | 1. PROVIDE A LETTER OF CERTIFICATION FROM AN ARIZONA REGISTERED PROFESSIONAL ENGINEER THAT CERTIFYS THAT THE PROJECT, THE DRAINAGEWAYS, AND THE RETENTION/DETENTION BASINS ARE ALL CONSTRUCTED TO THE C.O.T. APPROVED GRADING PLAN. 2. CALL IN THE FINAL GRADING INSPECTION #09190 FOR T07BU00615. 3. CLEAN UP AND REMOVE ALL CONSTRUCTION MATERIAL AND DEBRIS:INCLUDING: CONSTRUCTION FENCE, ROLL-OFFS, PORTABLE TOILETS, SWPPP CONTROLS TTHAT ARE NO LONGER NEEDED, AND ALSO CLEAN FAR EAST LOT.. 4. VERIFY ALL ELEVATIONS IN THE RETENTION/DETENTION BASINS FOR CALCULATED VOLUMES. 5. CONSTRUCT BERMS AT (2) RETENTION/DETENTION BASINS PER PLAN DETAILS. 6. PROVIDE EXTRUDED CURBS AT (3) LOCATIONS IN THE NORTHEAST PARKING LOT. 7. PROVIDE (3"-6") WATER HARVESTING IN THE LANDSCAPE AREAS AS SHOWN ON THE LANDSCAPE PLANS. 8. ELIMINATE PONDING WATER ON ASPHALT IN FRONT OF TRASH ENCLOSURE AND DRIVEWAY EAST OF BLDG. 9. . PROVIDE CONCRETE WHEEL STOPS AT PARKING SPACES EAST OF BUILDING TO PREVENT VEHICLE OVERHANG ON TO THE SIDEWALK. NEED 4' OF SIDEWALK CLEARANCE. ALSO INSTALL WHEEL STOPS ON CHIP SEALED PARKING AREA. 10. REMOVE STEPS AND PROVIDE A 12:1 RAMP AT NORTHEAST CORNER OF BUILDING, OR REVISE THE PLAN. 11. PROVIDE GROUTED ROCK RIP RAP ON 1:1 CUT SLOPE AT EAST END OF CHIP SEALED PARKING LOT NEXT TO THE RETENTION/DETENTION BASIN. 12. ADDRESS A.D.A. ACCESSABILITY AND PEDESTRIAN CIRCULATION ROUTE AT ASPHALT TRAIL, RAMP AND DRAINAGE BETWEEN THE TRASH ENCLOSURE AND THE EAST RETENTION/DETENTION BASIN. BARRICADE RAILING/HANDRAIL AND TRUNCATED DOMES). 13. REPAIR POT HOLE AND SUNKEN. CURB ON MEDIAN ISLAND SOUTHEAST OF TRASH ENCLOSURE. 14. ADDRESS FRONT ACCESS CLEARANCE, BOLLARD AND GATE CLEARANCE FOR TRASH ENCLOSURE, AND PROVIDE A LETTER OF ACCEPTANCE FROM ANDY VERA 631-5160. |