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Inspection History Details
Inspection Status: Approved
Inspection History: GRADING - INTERMEDIATE
Permit Number - T09BU00522
Inspection Description - GRADING - INTERMEDIATE
Inspection Status - Approved
Date | Description | Inspector | Results | Comments |
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06/03/2020 | GRADING - INTERMEDIATE | Approved | ||
03/11/2010 | GRADING - INTERMEDIATE | Continued | NO SIGNIFICANT STORM WATER CONCERNS AT THIS TIME. MET W/CONTRACTOR ON SITE TO DISCUSS CONCRETE SWALE BEING CONSTRUCTED ALONG EAST PERIMETER. CHANGE TO OUTLET OF SWALE TO INCLUDE SCUPPERS BEING INSTALLED UNDER SIDEWALK. CHANGE HAS BEEN APPROVED BY COT AND THE EOR. |
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01/22/2010 | GRADING - INTERMEDIATE | Correction Required | 1) ACCESSIBLE ROUTE SHALL CONSIST A WALKING SURFACE W/ A SLOPE NO GREATER THAN 1:20 (5%) AND THE CROSS SLOPE NO STEEPER THAN 1:48 (2.2%). ACCESSIBLE ROUTE FROM PIMA DOES NOT MEET THIS SLOPE. 2) RAMPS ALONG ACCESSIBLE ROUTE SHALL HAVE RUN SLOPES NOT STEEPER THAN 1:12 (8.33%) AND CROSS SLOPES NOT STEEPER THAN 1:48. RAMPS MUST HAVE 36" CLEAR WIDTH. THE RISE FOR ANY RAMP RUN SHALL BE 30" MAX. 3) RAMP RUNS WITH A RISE GREATER THAN 6" SHALL HAVE HAND RAILS ON BOTH SIDES OF THE RAMP. RAILS MUST BE CONTINUOUS FOR THE FULL LENGTH OF THE RUN. TOP OF RAIL SHALL BE 34" MIN AND 38" MAX. NEEDED AT ACCESS RAMP FROM PIMA. 4) ADD PROTECTIVE BOLLARD IN FRONT OF UTILITY BOX AT FAR NE CORNER OF SITE WHERE VERTICLE CURB HAS NOT BEEN INSTALLED 5) CONCERN FOR CROSS SLOPE AT SW CORNER OF BLDG, AT PEDESTRIAN ACCESS RAMPS FROM PARKING AREA. |
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12/18/2009 | GRADING - INTERMEDIATE | Continued | SPOKE W/ COMTRACTOR, ENGINEER, AND DEVELOPER ON REQUIREMENTS FOR A COF O FOR ENG APPROVAL FOR THE SINGLE DEVELOPED LOT. ALSO DISCUSSED ADAAG REQUIRED ACCESS OFF OF PIMA |
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12/14/2009 | GRADING - INTERMEDIATE | Correction Required | ACCESSIBLE ROUTE OFF OF PIMA, RUN SLOPE MUST BE LESS THAN 5% OR ROUTE MUST COMPLY W/ HC RAMP REQUIREMENTS. SLOPE ALONG RIGHT OF WAY MUST BE STABILIZED. STORM WATER CONCERNS OK | |
12/07/2009 | GRADING - INTERMEDIATE | Continued | PAVING COMPLETE, HC RAMPS AND CURBING INSTALLED. STRIPING AND ROCK RIP RAP TO BE COMPLETED IN THE NEXT TWO WEEKS. NO STORM WATER CONCERNS AT THIS TIME. |
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11/16/2009 | GRADING - INTERMEDIATE | Continued | CONTRACTOR INSTALLED HAND PLACED ROCK RIP RAP ALONG RET/DET BASIN SLOPE AT THE WEST SIDE OF SITE. DEVELOPER WANTS TO HAVE 1 BLDG COMPLETED AND WANTS TO GRADE THE LOTES FOR THE REMAINING BLDGS BUT NOT COMPLETE THE SIDEWALKS FOR THE OTHER BLDGS. DEVELOPER MUST HAVE AT LEAST 1 PEDESTRIAN CIRRCULATION PATH FROM THE ROW TO THE BLDG THAT IS ADAAG/ANSI COMPLIANT |
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10/29/2009 | GRADING - INTERMEDIATE | Continued | CONTRACTOR INSTALLED 6" PVC STORM DRAINAGE SYSTEM W/CLEANOUTS AND CONNECTIONS TO SITE RET/DET BASINS. THE STORM DRAIN LINE TIES INTO THE EXISTING STORM SEWER LOCATED ON THE SW CORNER OF SITE WITH AN 18" TRUNK LINE. **NOTE: RET/DET BASINS THAT ARE >2' DEEP AND HAVE SIDE SLOPES >3:1 MUST HAVE SAFETY RAILING INSTALLED. A RETAINING WALL HAS BEEN INSTALLED IN THE WEST BASIN, A WEIR WILL BE CUT INTO WALL WICH WILL DRAIN INTO THE ROW THROUGH A SCUPPER. STORM DRAINAGE ALONG THE NE CORNER MUST ACCOMIDATE EXISTING ADJACENT ROOF DRAINS. |