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Inspection History Details

Permit: T04BU03081

Parcel: 13322471B


Addresses:

7225 E BROADWAY BL

Inspection Status: Approved

Inspection History: GRADING - FINAL

Date Description Inspector Results Comments
05/25/2006 GRADING - FINAL Approved
03/24/2006 GRADING - FINAL Denied C OF O NOT TO BE GIVEN UNTIL THE FINAL GRADING INSPECTION IS APPROVED.

CONTACT CRAIG GROSS 9791-5550) REGARDING POSTING A BOND FOR A TEMPORARY CEERTIFICATE OF OCCUPANCY, IN LIEU OF COMPLETION OF THE FOLLOWING PUNCHLIST ITEMS:

1. SUBMIT A REVISED GRADING PLAN TO THE CITY OF TUCSON DEVELOPMENT SERVICES ENGINEERING DIVISION FOR REVIEW AND APPROVAL.
2. PROVIDE REVISIONS FOR DETAILS A, B & C THAT CORRECT THE ELEVATION DISCREPANCIES (2589 PROPOSED Vs 2587 AS-BUILT). ALSO PLEASE SHOW: THE CORRECT LINEAR FEET FOR THE LOW-FLOW PIPE ON DETAIL A, SHOW THE WSEL AND SPILLWAY ELEVATIONS ON DETAIL B, SHOW THE EXISTING WALL, PROPERTY LINE AND DRAINAGE SWALE ON DETAIL C.
3. PROVIDE 12" OF REVEAL CURB ON THE RETENTION BASIN SPILLWAY AS SHOWN ON DETAIL B. MATCH THE BASIN BERM TO TOP OF CURB.
4. COMPLETE THE SITE WALL CONSTRUCTION AT THE NORTHEAST CORNER OF THE PROJECT. PROVIDE AN ENGINEERED DETAIL FOR THE WALL DRAINAGE OPENING AT THE NORTHEAST CORNER OF THE SITE. THE EXISTING WALL OPENING WAS DESTROYED DURING CONSTRUCTION. SUBMIT THE DETAIL OF THE OPENING FOR REVIEW AND APPROVAL BY THE C.O.T. ENGINEERING DIVISION. THE WALL OPENING MUST BE DESIGNED TO ACCOMMODATE THE FLOW FROM THIS SITE.
5. ADDRESS THE EXISTING SITE WALL DRAINAGE OPENING NEAR THE NORTHWEST CORNER OF THE SITE. THIS OPENING IS NOT SHOWN ON THE GRADING PLAN. STORMWATER RUN-OFF THROUGH THIS OPENING CAUSES FLOODING OF THE ADJACENT RESIDENTIAL PROPERTIES DURING HEAVY RAINFALL EVENTS.
6. PROVIDE POSITIVE DRAINAGE ON THE NORTH PERIMETER OF THE SITE. THE ROCK RIPRAP IS HIGH AND CAUSES PONDING WATER ON THE ADJACENT PROPERTY.
7. SHOW THE CORRECT TRASH ENCLOSURE DIMENSIONS ON THE REVISED PLAN.
8. PROVIDE A LETTER OF CERTIFICATION FROM AN ARIZONA REGISTERED PROFESSIONAL ENGINEER THAT CERTIFIES THAT THE PROJECT, DRAINAGE WAYS, AND THE RETENTION/DETENTION BASIN ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLAN AND WILL FUNCTION AS DESIGNED.
9. PROVIDE BICYCLE PARKING LOCKERS AS SHOWN ON THE PLAN.
02/23/2006 GRADING - FINAL Denied I MET WITH FRANK, TIM, GENE GOLDSTEIN AND JEFF STANLEY TO REVIEW THE PUNCH LIST ITEMS.
02/21/2006 GRADING - FINAL Denied 1. SUBMIT A REVISED GRADING PLAN TO THE CITY OF TUCSON DEVELOPMENT SERVICES ENGINEERING DIVISION FOR REVIEW AND APPROVAL.
2. PROVIDE REVISIONS FOR DETAILS A, B & C THAT CORRECT THE ELEVATION DESCREPANCIES (2589 PROPOSED Vs 2587 AS-BUILT). ALSO PLEASE SHOW: THE CORRECT LINEAR FEET FOR THE LOW-FLOW PIPE ON DETAIL A, SHOW THE WSEL AND SPILLWAY ELEVATIONS ON DETAIL B, SHOW THE EXISTING WALL, PROPERTY LINE AND DRAINAGE SWALE ON DETAIL C.
3. PROVIDE AN ENGINEERED DETAIL OF THE SITE WALL DRAINAGE OPENING AT THE NORTHEAST CORNER OF THE SITE. THE EXISTING WALL OPENING WAS DESTROYED DURING CONSTRUCTION. THE WALL OPENING MUST BE DESIGNED TO ACCOMMODATE THE FLOW FROM THIS SITE.
4. ADDRESS THE EXISTING SITE WALL DRAINAGE OPENING NEAR THE NORTHWEST CORNER OF THE SITE. THIS OPENING IS NOT SHOWN ON THE GRADING PLAN. STORMWATER RUN-OFF THROUGH THIS OPENING CAUSES FLOODING OF THE ADJACENT RESIDENTIAL PROPERTIES DURING HEAVY RAINFALL EVENTS
5. COMPLETE GRADING ON THE NORTH AND EAST PERIMETERS OF THE SITE TO PROVIDE POSITIVE DRAINAGE. THE DRAINAGE SWALE ON THE NORTH PERIMETER MAY REQUIRE ROCK RIP RAP TO PREVENT EROSION OF THE RETENTION DETENTION BASIN BERM AND SCOUR OF THE SITE WALL FOUNDATION.
6. CUT OFF EXCESS 24" PIPE AND PROVIDE ROCK RIP RAP IN THE RETENTION BASIN AS SHOWN ON DETAIL A.
7. PROVIDE 12" OF REVEAL CURB ON THE RETENTION BASIN SPILLWAY AS SHOWN ON DETAIL B. MATCH THE BASIN BERM TO TOP OF CURB.
8. PROVIDE ADDITIONAL ROCK RIP-RAP IN THE RETENTION BASIN BELOW THE 24' SPILLWAY AS SHOWN IN DETAIL C.
9. PROVIDE 6" OF STORM WATER HARVEST AREA BELOW INLET OF PARKING LOT ISLAND AS SHOWN ON THE PLAN REVISION APPROVED ON 7-14-05.
10. PROVIDE BICYCLE PARKING AS SHOWN ON THE PLAN.
11. SHOW THE CORRECT TRASH ENCLOSURE DIMENSIONS ON THE REVISED PLAN.
12. SWEEP THE DRIVEWAYS AND PARKING LOT AND REMOVE ALL CONSTRUCTION MATERIAL AND DEBRIS.
13. PROVIDE A LETTER OF CERTIFICATION FROM AN ARIZONA REGISTERED PROFESSIONAL ENGINEER STATING THAT THE RETENTION/DETENTION BASIN AND THE DRAINAGE AT THIS SITE ARE CONSTRUCTED IN SUBSTATIAL CONFORMANCE WITH THE APPROVED PLAN AND WILL FUNCTION AS DESIGNED.