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Inspection History Details

Permit: T07BU00763

Parcel: 14101008C


Addresses:

10750 E BILBY RD


Inspection Status: Approved

Inspection History: GRADING - FINAL

Permit Number - T07BU00763

Inspection Description - GRADING - FINAL

Inspection Status - Approved

Date Description Inspector Results Comments
06/04/2009 GRADING - FINAL Approved Received eng. cert from Rick Eng. all other items on punch list complete or agrred upon by school dist. and Jim V
07/10/2008 GRADING - FINAL Denied 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.
07/07/2008 GRADING - FINAL Denied COMPLETE ITEMS 3,5,7,10,14 AND 18 AT MINIMUM TO OBTAIN A TEMPORARY C OF O.
07/03/2008 GRADING - FINAL Denied 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 A FENCE TO EXCLUDE PUBLIC ACCESS FROM ALL AREAS WHERE ON-GOING CONSTRUCTION ACTIVITY IS OCCURRING.
5. COMPLETE ALL SIDEWALKS AND PEDESTRIAN ACCESS ROUTES FROM BILBY RD. TO THE COMPLETED BUILDINGS.
6. COMPLETE THE SIDEWALKS AND SIGNAGE AT HANDICAP PARKING AREA.
7. PROVIDE STOP SIGNS, ONE WAY SIGNS AND PAVEMENT STRIPING WHERE REQUIRED.
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. CUT OFF EXCESS PIPE AND GROUT AROUND PIPE IN CATCH BASIN LOCATED IN COMMON AREA.
10. SLOPES EXCEEDING 2:1 ADJACENT TO THE SIDWALK AT THE PLAYGROUND AREA REQUIRE GROUTED ROCK RIP RAP. CORRECT DRAINAGE SWALE DISCHARGES INTO THE PLAY AREA AND SIDEWALK.. FILTER FABRIC IS REQUIRED UNDER HAND PLACED ROCK RIP RAP.
11. COMPLETE CONSTRUCTION OF THE RETENTION/DETENTION BASIN WITH ROCK RIP RAP AT BOTH THE INLET AND THE 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.
14. CONSTRUCT THE ASPHALT PATH AND STRIPE THE CROSSWALK AT THE NORTHEAST ENTRANCE TO THE SITE.
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.
18. REMOVE DIRT STOCKPILE FROM THE DRAINAGE SWALE AT THE SOUTHEAST CORNER OF THE SITE. ALL STOCK PILES REQUIRE STORMWATER SEDIMENT AND EROSION CONTROLS.
19. PROVIDE SEDIMENT AND EROSION CONTROLS WEST OF BUILDING C1 TO CONTAIN SOIL ON UNSTABILIZED AREAS.
20. PROVIDE SWPPP CONTROLS FOR CLEARED AREAS SOUTH OF THIS PROJECT.
07/02/2008 GRADING - FINAL Denied NOT READY PUNCH LIST IN PROGRESS
07/01/2008 GRADING - FINAL Denied NOT READY PUNCH LIST IN PROGRESS
04/17/2008 GRADING - FINAL Not ready for Inspection Site not ready for final grading inspection. Contractor interested in what needs to be done for a temp C of O.