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Inspection History Details

Permit: DP15-0119

Parcel: 14118610A


Addresses:

9056 S HOUGHTON RD


Inspection Status: Passed

Inspection History: ENGR Engineering Final

Permit Number - DP15-0119

Inspection Description - ENGR Engineering Final

Inspection Status - Passed

Date Description Inspector Results Comments
05/22/2019 ENGR Engineering Final RLEDONNE Approved Entered by RLEDONN1 -
09/16/2016 ENGR Engineering Final DROBERTS Partial Approval Entered by DROBERT5 - CONTACTED KEVIN AND ADVISED HIM THAT ALL I AM WAITING FOR TO CLOSE OUT THIS DEVELOPMENT PACKAGE IS FOR HIS CERTIFICATION LETTER.
09/06/2016 ENGR Engineering Final DROBERTS Not ready for Inspection Entered by DROBERT5 - SITE INSPECTION CANCELLED BY MARK ANDERSON, IT WILL BE SCHEDULED AT A LATER DATE.
08/12/2016 ENGR Engineering Final DROBERTS Denied Entered by DROBERT5 -
08/16/2016 ENGR Engineering Final DROBERTS Partial Approval Entered by DROBERT5 - MET WITH MARK AND THE CONCRETE CREW AT THE SITE TOO LOOK AT THE HANDICAP ACCESS RAMP TO SEE IF IT WAS STILL OUT OF SPEC., THEY HAVE QUESTIONED IF IT WAS MEASURED CORRECTLY. I UTILIZED A T SQUARE TO ENSURE THAT THE LEVEL WAS BEING PLACED CORRECTLY ACROSS THE RAMP AND ASKED THE CONTRACTOR TO PLACE HIS LEVEL FOR THE READINGS. IN ALL LOCATIONS THAT WERE CHECKED THE READINGS EXCEEDED THE CROSS SLOPE IN THE RANGE OF 2.2 TO 2.5 % OF CROSS SLOPE, THE MAXIMUM ALLOWED IS 2.0%, THE RAMP FAILED. I ADVISED MARK AND THE CONCRETE CREW THAT THE AREA WAS OUT OF SPECIFICATION AND WOULD HAVE TO BE REMOVED AND REPOURED NOT TOO EXCEED THE 8.33% RUNNING SLOPE AND THE 2.0% CROSS SLOPE.
08/09/2016 ENGR Engineering Final DROBERTS Denied Entered by DROBERT5 - THE FOLLOWING ITEMS STILL NEED TO BE ADDRESSED: 1) THE WHEELCHAIR ACCESS RAMP FOR THIS SITE DOES NOT MEET THE MAXIMUM REQUIREMENTS FOR THE SLOPES(BOTH RUNNING AND CROSS SLOPES) IT EXCEEDS THE 2% CROSS SLOPE AND THE 9.33% RUNNING SLOPE. 2) RAIN LEADERS FROM THE ROOF DEPOSIT ROOF DRAINAGE DIRECTLY ON TO A PEDESTRIAN REFUGE AREA DIRECTLY ADJACENT TO THE FRONT OF THE BUILDING. 3) THE ASPHALT PAVEMENT FOR THE SITE HAS BEEN CHANGED TO CONCRETE WHICH NEEDS TO BE APPROVED AS A REVISION FOR THIS SITE. 4) INSTALL THE PARKING LOT STRIPING AS SHOWN ON THE APPROVED PLANS. I HAVE ADVISED THE ENGINEER OF RECORD AND THE SITE SUPERINTENDENT THAT THIS SITE WILL REQUIRE THAT REVISIONS ARE SUBMITTED AND APPROVED FOR ALL THE CHANGES THAT HAVE BEEN MADE TO THE SITE, AND WE WILL REQUIRE A CERTIFICATION LETTER FROM THE STAMPING ARCHITECT.
09/16/2016 ENGR Engineering Final DROBERTS Approved Entered by DROBERT5 -
09/06/2016 ENGR Engineering Final DROBERTS Not ready for Inspection Entered by DROBERT5 - SITE INSPECTION CANCELLED BY MARK ANDERSON, IT WILL BE SCHEDULED AT A LATER DATE.
08/15/2016 ENGR Engineering Final DROBERTS Denied Entered by DROBERT5 - MARK CONTACTED ME AND ASKED IF i WOULD BE ABLE TO COME TO THE SITE AND RECHECK THE GRADE SHOTS THAT i HAD DID LAST WEEK. THE CONTRACTOR FEELS THAT i HAVE NOT PLACED THE LEVEL PERPENDICULAR TO THE RUN OF THE PEDESTRIAN RAMP. HE HAS SCHEDULED THE SITE VISIT FOR 8/16/2016, I WILL MEET HIM AND THE CONTRACTOR AT 9 TOMORROW MORNING.
08/12/2016 ENGR Engineering Final DROBERTS Denied Entered by DROBERT5 - VISITED THE SITE TO MEASURE THE SLOPE VALUES TO ENSURE THAT THERE IS NO MISTAKE THAT THE SLOPES DO NOT MEET THE MAXIMUMS. I FIRST CHECKED THE RUNNING SLOPES ALONG THE OUTER EDGES AND ALONG THE CENTERLINE AT VARIOUS LOCATIONS. I THEN PROCEEDED TO CHEDCKTHE CROSSSLOPES OF THE RAMPS AT THE TOPS AND BOTTOMS OF EACH OF THE INDIVIDUAL PANELS. I FINISHED OFF THE PROCESS USING THE LASER LEVEL TO TAKE AN ELEVATION READING OF EACH PANEL DOWN THE RAMP. tHE CONCLUSION OF ALL THE INFORMATION VERIFIED THAT THE RUNNING SLOPE OF THE RAMP MAYBE AT THE MAXIMUM LIMITS OF THE 8.33% OF SLOPE BUT THE CROSS SLOPE PROVED TO EXCEED THE 2% MAXIMUM LIMIT.
08/16/2016 ENGR Engineering Final DROBERTS Partial Approval Entered by DROBERT5 - MET WITH MARK AND THE CONCRETE CREW AT THE SITE TOO LOOK AT THE HANDICAP ACCESS RAMP TO SEE IF IT WAS STILL OUT OF SPEC., THEY HAVE QUESTIONED IF IT WAS MEASURED CORRECTLY. I UTILIZED A T SQUARE TO ENSURE THAT THE LEVEL WAS BEING PLACED CORRECTLY ACROSS THE RAMP AND ASKED THE CONTRACTOR TO PLACE HIS LEVEL FOR THE READINGS. IN ALL LOCATIONS THAT WERE CHECKED THE READINGS EXCEEDED THE CROSS SLOPE IN THE RANGE OF 2.2 TO 2.5 % OF CROSS SLOPE, THE MAXIMUM ALLOWED IS 2.0%, THE RAMP FAILED. I ADVISED MARK AND THE CONCRETE CREW THAT THE AREA WAS OUT OF SPECIFICATION AND WOULD HAVE TO BE REMOVED AND REPOURED NOT TOO EXCEED THE 8.33% RUNNING SLOPE AND THE 2.0% CROSS SLOPE.
08/09/2016 ENGR Engineering Final DROBERTS Denied Entered by DROBERT5 - THE FOLLOWING ITEMS STILL NEED TO BE ADDRESSED: 1) THE WHEELCHAIR ACCESS RAMP FOR THIS SITE DOES NOT MEET THE MAXIMUM REQUIREMENTS FOR THE SLOPES(BOTH RUNNING AND CROSS SLOPES) IT EXCEEDS THE 2% CROSS SLOPE AND THE 9.33% RUNNING SLOPE. 2) RAIN LEADERS FROM THE ROOF DEPOSIT ROOF DRAINAGE DIRECTLY ON TO A PEDESTRIAN REFUGE AREA DIRECTLY ADJACENT TO THE FRONT OF THE BUILDING. 3) THE ASPHALT PAVEMENT FOR THE SITE HAS BEEN CHANGED TO CONCRETE WHICH NEEDS TO BE APPROVED AS A REVISION FOR THIS SITE. 4) INSTALL THE PARKING LOT STRIPING AS SHOWN ON THE APPROVED PLANS. I HAVE ADVISED THE ENGINEER OF RECORD AND THE SITE SUPERINTENDENT THAT THIS SITE WILL REQUIRE THAT REVISIONS ARE SUBMITTED AND APPROVED FOR ALL THE CHANGES THAT HAVE BEEN MADE TO THE SITE, AND WE WILL REQUIRE A CERTIFICATION LETTER FROM THE STAMPING ARCHITECT.