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Inspection History Details

Permit: T06CM04954

Parcel: 14101008C


Addresses:

10750 E BILBY RD 04


Inspection Status: Approved

Inspection History: ENGINEERING - FINAL

Permit Number - T06CM04954

Inspection Description - ENGINEERING - FINAL

Inspection Status - Approved

Date Description Inspector Results Comments
06/04/2009 ENGINEERING - FINAL Approved All items on original grading permit complete
08/27/2008 ENGINEERING - FINAL Denied DENIED SEE ITEMS LISTED FOR 7/10/08 INSPECTION
RE-FEE FOR INSPECTION
COMPLETE ALL PUNCH LIST ITEMS
1. PERMANENT C OF O NOT TO BE GIVEN UNTIL THE FINAL GRADING INSPECTION #09190 FOR T07BU00763 IS COMPLETED AND APPROVED.
SEE BELOW
THIS IS NOT TO BE CONSIDERED A FINAL PUNCH LIST DUE TO THE IN-COMPLETE STATUS OF THE SITE WORK AND NON-APPROVED REVISIONS TO THE GRADING PLAN.
1. PROVIDE A REVISED AND C.O.T. APPROVED GRADING PLAN THAT SHOWS ALL REVISIONS.
2. PROVIDE A LETTER OF CERTIFICATION FROM AN ARIZONA REGISTERED PROFESSIONAL ENGINEER THAT CERTIFYS THAT THE PROJECT, DRAINAGEWAYS, AND THE RETENTION/DETENTION BASIN ARE ALL CONSTRUCTED TO THE C.O.T. APPROVED PLANS.
3. COMPLETE ALL SITE WORK AND REMOVE ALL CONSTRUCTION MATERIAL AND DEBRIS.
4. PROVIDE BARRICADING TO EXCLUDE PUBLIC ACCESS FROM ALL AREAS WHERE ON-GOING CONSTRUCTION ACTIVITY IS OCCURRING.
8. PROVIDE SIDEWALK SCUPPERS TO ROUTE 10 YEAR RAINFAL EVENT RUNOFF BELOW ALL SIDEWALK SURFACES. SLOPED SIDEWALKS IN THE COMMON AREA BETWEEN THE BUILDINGS WILL REQUIRE REMOVAL AND REPLACEMENT WITH THE ADDITION OF APPRORIATELY SIZED SIDEWALK SCUPPERS AT THE DRAINAGE SWALE.
10. CORRECT DRAINAGE SWALE DISCHARGES INTO THE PLAY AREA AND SIDEWALK FILTER FABRIC IS REQUIRED UNDER HAND PLACED ROCK RIP RAP.
11. VERIFY THAT ROCK RIP RAP AT THE RETENTION/DETENTION BASIN IS SUFFICIENT TO PREVENT EROSION OF THE BASIN OUTLET.
12. PROVIDE ROCK RIP RAP ON FILTER FABRIC AT ROOF DRAIN DOWNSPOUTS AND DRAINAGE SWALES TO PREVENT EROSION OF LANDSCAPE AREAS AND SLOPES.
13. PROVIDE 3' CURB TERMINAL SECTIONS PER S.D. 213 AT ENTRANCES FROM BILBY RD.
15. CONSTRUCT DRAINAGE SWALE NORTH OF THE BALLFIELD.
17. CONSTRUCT VERTICAL CURB AT ROADWAY SOUTHEAST OF BASKETBALL COURT.
18. CORRECT PONDING WATER IN BUBBLE-UP BOX NEAR SOUTHWEST CORNER OF SCHOOL BLDG.
07/10/2008 ENGINEERING - FINAL Partial Approval OK FOR TEMPORARY C OF O.
PERMANENT C OF O NOT TO BE GIVEN UNTIL THE FINAL GRADING INSPECTION #09190 FOR T07BU00763 IS COMPLETED AND APPROVED.
SEE BELOW
THIS IS NOT TO BE CONSIDERED A FINAL PUNCH LIST DUE TO THE IN-COMPLETE STATUS OF THE SITE WORK AND NON-APPROVED REVISIONS TO THE GRADING PLAN.
1. PROVIDE A REVISED AND C.O.T. APPROVED GRADING PLAN THAT SHOWS ALL REVISIONS.
2. PROVIDE A LETTER OF CERTIFICATION FROM AN ARIZONA REGISTERED PROFESSIONAL ENGINEER THAT CERTIFYS THAT THE PROJECT, DRAINAGEWAYS, AND THE RETENTION/DETENTION BASIN ARE ALL CONSTRUCTED TO THE C.O.T. APPROVED PLANS.
3. COMPLETE ALL SITE WORK AND REMOVE ALL CONSTRUCTION MATERIAL AND DEBRIS.
4. PROVIDE BARRICADING TO EXCLUDE PUBLIC ACCESS FROM ALL AREAS WHERE ON-GOING CONSTRUCTION ACTIVITY IS OCCURRING.
8. PROVIDE SIDEWALK SCUPPERS TO ROUTE 10 YEAR RAINFAL EVENT RUNOFF BELOW ALL SIDEWALK SURFACES. SLOPED SIDEWALKS IN THE COMMON AREA BETWEEN THE BUILDINGS WILL REQUIRE REMOVAL AND REPLACEMENT WITH THE ADDITION OF APPRORIATELY SIZED SIDEWALK SCUPPERS AT THE DRAINAGE SWALE.
9. GROUT TO INVERT OF PIPE IN CATCH BASIN LOCATED IN THE COMMON AREA.
10. CORRECT DRAINAGE SWALE DISCHARGES INTO THE PLAY AREA AND SIDEWALK FILTER FABRIC IS REQUIRED UNDER HAND PLACED ROCK RIP RAP.
11. VERIFY THAT ROCK RIP RAP AT THE RETENTION/DETENTION BASIN IS SUFFICIENT TO PREVENT EROSION OF THE BASIN OUTLET.
12. PROVIDE ROCK RIP RAP ON FILTER FABRIC AT ROOF DRAIN DOWNSPOUTS AND DRAINAGE SWALES TO PREVENT EROSION OF LANDSCAPE AREAS AND SLOPES.
13. PROVIDE 3' CURB TERMINAL SECTIONS PER S.D. 213 AT ENTRANCES FROM BILBY RD.
15. CONSTRUCT DRAINAGE SWALE NORTH OF THE BALLFIELD.
16. GRADE AND STABILIZE EAST PERIMETER OF THE SITE.
17. CONSTRUCT VERTICAL CURB AT ROADWAY SOUTHEAST OF BASKETBALL COURT.