Inspection History Details
Inspection Status: Approved
Inspection History: GRADING - FINAL
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 06/13/2014 | GRADING - FINAL | Approved | ||
| 02/14/2014 | GRADING - FINAL | Prior to Final Inspectn | Inspections by TDOT & PDSD and As-builts required prior to fianl approval of Revision for drainage improvement per plans stamped by Rene Martinez 1/28/14. | |
| 03/07/2013 | GRADING - FINAL | Partial Approval | MET ONSITE WITH DON, LANCE, LAITH, JESSE SOTTO, AND COUNCILMAN STEVE KOZACHIK AND DICUSSED THE COMPLETION OF THIS PROJECT PER THE APPROVED PLANS. IT HAS BEEN AGREED THAT CHANGES CAN BE MADE TOO THE SITE BUT THE CHANGES HAVE TO BE SUBMITTED BY THE ENGINEER OF RECORD AND WILL NEED TO BE REVIEWED AND APPROVED BY ALL DEPARTMENTS PRIOR TO CONSTRUCTION. | |
| 07/12/2012 | GRADING - FINAL | Partial Approval | GEORGE HOLQUIN (520) 751-4355 CONTACTED ME AND ADVISED ME THAT HE HAS MET WITH JEFF STANLEY AND MARDONIO TALAVERA AND LOOKED OVER THE PLANS THAT HAVE BEEN DRAWN FOR THE PROPOSED CHANGES. THEY WILL MEET WITH THE PROPERTY OWNER NEXT WEEK AND THEN SUBMIT THE PLANS FOR REVIEW. | |
| 07/11/2012 | GRADING - FINAL | Partial Approval | TRIED TO CONTACT GEORGE HOLGUIN TOO SEE WHAT IS HAPPENING WITH THIS SITE IN REGARDS TO THE LAST REMAINING ITEM. CURRENTLY NO PLANS HAVE BEEN SUBMITTED TO ADDRESS THE DRAINAGE ISSUE THAT HAS BEEN CREATED BY THE APPROVAL OF THE PLANS IN THE MANNER THAT THEY WERE DRAWN. PER THE APPROVED PLANS THIS SITE IS TOO ACCEPT WATER ALONG THE NORTHSIDE OF ADAMS STREET AND CARRY IT THROUGH THE PROJECT. THE SOUTHWEST PARKING AREA WAS APPROVED WITH GRADES OFBETWEEN ONE AND TWO FEET HIGHER THAT THOSE OF ADAMS STREET, NOT ALLOWING THE ACCEPTANCE OF WATER INTO THE PROJECT. THE ENGINEER OF RECORD FOR THIS SITE IS SUPPOSE TO SUBMIT PLANS FOR THE SITE PROPOSING A SOLUTION TO THE DILEMA THAT HAS BEEN CREATED BY THE APPROVAL OF THE PLANS. CURRENTLY THISIS CAUSING THE WATER TOO POND OUT ON ADAMS STREET WHICH IS CAUSING DETERIORATION OF THE ROADWAY, REQUIRING THE STREETS DEPARTMENT TO PUMP THE WATER OUT DURING ALL HEAVIER RAIN STORMS. | |
| 07/03/2012 | GRADING - FINAL | Partial Approval | I CONTACTED MARDONIO TALAVERA (520) 628-3654 AND GEORGE HOLQUIN (520) 751-4355 TO SEE WHAT IS HAPPENING WITH THE SUBMITTAL OF THE REVISED PLANS. THEY HAVE NOT SUBMITTED ANYTHING AT THIS TIME BUT WILL BE WORKING ON THE FINAL SUBMITTAL TO GIVEN TO ELIZABETH LEIBOLD IN A FEW WEEKS. I WILL CONTINUE TO CONTACT THEM ON A WEEKLY BASIS TO ENSURE THAT THEY ARE PROGRESSING IN A FORWARD MOTION. |
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| 07/27/2011 | GRADING - FINAL | Partial Approval | MET OUT ONSITE WITH OWNER IN REGARDS TO ISSUES WITH THE LOCAL DRAINAGE THAT HAS NOT BEEN COMPLETED PER THE APPROVED PLANS. ON THE APPROVED PLANS WE SHOW THAT THE PROPERTY WAS TOO ACCEPT 12.7CFS INTO THE CENTER DRIVEWAY ON THE SOUTHSIDE OF THE PROPERTY. THE CURRENT RIM ELEVATION OF AN EXISTING SEWER MANHOLE SHOWS THAT THE STREET WAS 1.5 FEET LOWER THAN THE NEW PROJECTED DRIVEWAY, SO THERE IS NO WAY FOR THIS SITE TO ACCEPT WATER AT THE INTENDED LOCATION. GEORGE HOLGUIN A.I.A WILL BE SUBMITTING A PROPOSAL FOR A SOLUTION TO THE CURRENT FLOODING PROBLEMS THAT WE ARE HAVING ON ADAM STREET AT THIS TIME. CURRENTLY THE ROADWAY HAS BEEN DAMAGED AND IS SHOWING MAJORE SIGNS OF DETERIORATION THAT IS BEING ADDRESSED BY THE STREETS DEPARTMENT. | |
| 01/07/2010 | GRADING - FINAL | Partial Approval | TRIED CONTACTING JOE TO SEE IF HE COULD CHANGE HIS SCHEDULE SO THAT WE COULD LOOK AT THIS SITE EARLIER, UNABLE TO REACH HIM. I WALKED THE SITE AGAIN AND LAID OUT ALL OF THE ISSUES SO THAT WE COULD DISCUSS THE SITE IN A TIMELY MANNER ONCE HE ARRIVED, WILL START AND END IN THE NORTH LOT.JOE ARRIVED AT AROUND 2:00 AT WHICH TIME WE STARTED LOOKING OVER THE AREAS THAT NEED TO BE ADDRESSED EITHER BY TUCSON ASPHALT OR THE PREVIOUS CONTRACTOR (DURAZO CONSTRUCTION). THE ITEMS THAT ARE MISSING AT THIS TIME, THAT HAVE BEEN SHOWN ON THE GRADING PLAN AS BEING COMPLETED DURING THIS CONSTRUCTION PHASE ARE: 1) THE DRAINAGE CHANNEL OUTLET INTO THE NORTHERN PARKING LOT IS DEPICTED TO BE APPROXIMATELY 10 FEET IN WIDTH ON THE APPROVED GRADING PLAN REVISION, IT IS CURRENTLY 2 FEET WIDE. RECONSTRUCT THIS PER THE APPROVED PLAN OR SUBMIT THE CHANGE ON THE AS-BUILT DRAWINGS AS WELL AS AN ADJUSTED DRAINAGE REPORT. IT ALSO APPEARS THAT THE GRADES OF THE PARKING LOT ARE HIGHER THAN THE WEST SIDE OF THE CHANNEL. THIS WILL CAUSE THE CHANNEL TO DRAIN OUT ONTO COUNTRY CLUB BEFORE IT DRAINS INTO THE PARKING LOT AS DESIGNED. 2) AN UNUSED DRIVEWAY REMAINS IN THE EAST CURB OF COUNTRY CLUB APPROXIMATELY 150 FEET SOUTH OF THE LEE STREET ALIGNMENT. THIS NEEDS TO BE REMOVED AND REPLACED WITH VERTICAL CURB TO PREVENT VEHICULAR ACCESS TO THE AREA. ON THE APPROVED PLANS A FUTURE NEW BUILDING IS TO BE CONSTRUCTED NEAR THIS AREA WITHIN THE PERIMETER WALLS OF THIS SITE. 3) THE CONCRETE DRAINAGE CHANNEL LOCATED AT THE SOUTHWEST CORNER OF THIS SITE HAS BEEN ELIMINATED AND REPLACED WITH AN OPEN CUT SWALE THAT IS LINED WITH ROCK RIP RAP. CURRENTLY THE AREA HAS BEEN CONSTRUCED WITH WHAT APPEARS TO BE PER THE APPROVED PLANS EXCEPT THE BOTTOM OF THE CHANNEL IS EARTHEN. PER THE CROSS SECTION OF THIS CHANNEL PROVIDED BY THE CONTRACTOR THE OPEN BOTTOM SHOULD BE COVERED WITH ROCK RIP RAP. ALSO TYPICALLY FOR US THE ROCK RIP RAP IS PLACED ON TOP OF FILTER FABRIC TO HELP REDUCE THE POSSIBILITY OF EROSION WITHIN THE CHANNEL. PLEASE PROVIDE DETAILS FROM THE ENGINEER OF RECORD ADVISING WHAT NEEDS TO BE DONE PRIOR TO THE FINAL APPROVAL. 4) THE APPROVED PLANS DEPICT THAT A 6 INCH WIDE DEPRESSED CURB SHOULD HAVE BEEN CONSTRUCTED IN THE AREA JUST WEST OF THE PAVEMENT TO PREVENT IT FROM FAILING. IN THE FUTURE DUE TO THE FACT THAT THE WATER WILL DETERIORATE THE STABILITY OF THE SOIL IT CAN BE EXPECTED THAT THE ASPHALT WILL CRUMBLE AND END UP IN THE CHANNEL. 5) A SECTION OF VERTICAL CURB HAS BEEN ELIMINATED JUST SOUTH OF THE PERIMETER WALL ON THE WEST SIDE OF THE FAR WEST EXIT FROM THE SITE ONTO ADAMS STREET. THIS SECTION OF CURB NEEDS TO BE INSTALLED TO HELP SUPPORT THE FILL MATERIAL BETWEEN IT AND THE WALL. 6) INSTALL ALL PARKING STOPS ON THIS SITE AS SHOWN ON THE APPROVED PLANS. CURRENTLY ONE IS MISSING IN THE SOUTHWEST PARKING AREA ADJACENT TO THE DRAINAGE CHANNEL. 7) REPAIR THE DAMAGED WING OF THE WHEELCHAIR ACCESS RAMP LOCATED ON THE WEST SIDE OF THE CENTER ACCESS POINT OFF OF ADAMS STREET INTO THE SOUTHWEST PARKING LOT. 8) THE TRASH ENCLOSURE IS NOT PER OUR APPROVED STANDARDS, INTERNAL CLEARANCE IS ONLY 9 FEET 5 INCHES BETWEEN THE BOLLARDS. IT EITHER NEEDS TO BE RECONSTRUCTED PER THE DEVELOPMENT STANDARDS OR HAVE THE ENVIRONMENTAL DEPARTMENT PROVIDE US WITH A STATEMENT THAT THEY WILL ACCEPT AND SERVICE THIS STRUCTURE IN THE MANNER IN WHICH IT HAS BEEN CONSTRUCTED. 9) ON THE NORTHSIDE OF THE SOUTHEAST PARKING AREA IT APPEARS THAT THERE MIGHT BE A SAFETY ISSUE FOR THE DRIVER THAT PARKS IN THE MOST NORTHERN SPOT. THE SLOPES ON THE ADJACENT AREA ARE STEEP AND MAY CREATE AN UNSAFE CONDITION IF SOMEONE STEPS ON THEM. CURRENTLY PAVING BRICKS HAVE BEEN PLACED IN THE AREA FOR USE AS A PEDESTRIAN PATHWAY, BUT THES BRICKS HAVE BEEN PLACED IN AN IN PROPER MANNER. 10) NEW SIDEWALK HAS BEEN ADDED ALONG THE NORTHSIDE OF THE NEW PLAY AREA, THIS IS NOT SHOWN ON THE APPROVED DRAWINGS. ALSO AT THE INTERSECTION OF THE NEW SIDEWALK AND THE EXISTING SIDEWALK IT HS NOT BEEN DONE WITH ADA COMPLIANCE, THE CROSS SLOPE IS MORE THAN 2% IN AREAS. 11) A SECTION OF SIDEWALK HAS BEEN ELIMINATED NORTH OF THE NEW PLAY AREA ADJACENT TO AN EXISTING STRUCTURE. EITHER CONSTRUCT THIS SIDEWALK OR HAVE THE REVISIONS APPROVED BY BOTH THE ZONING AND ENGINEERING SECTION BEFORE YOU REQUEST A FINAL INSPECTION. 12) A SECTION OF SIDEWALK HAS NOT BEEN CONSTRUCTED AT THE WEST END OF THE SOUTHEAST PARKING LOT ADJACENT TO THE EXISTING BUILDING. THE WALKWAY HAS NOT BEEN CONSTRUCED DUE TO A GAS METER CURRENTLY BEING LOCATED IN THE SAME AREA AT FINISH PAVEMENT GRADES. RELOCATE THE GAS METER AND POUR THE CONCRETE SIDEWALK PRIOR TO REQUESTING ADDITIONAL INSPECTIONS. 13) VERTICAL CURB HAS BEEN CALLED OUT IN THE AREA SOUTH OF THE NEW PLAY AREA, BETWEEN THE SIDEWALK AND THE SOUTHEAST PARKING LOT. CONCRETE PARKING BLOCKS HAVE BEEN INSTALLED IN LIEU OF POURING THE VERTICAL CURB. ENSURE THAT THIS METHOD IS APPROVED BY THE ENGINEERING AND ZONING SECTION PRIOR TO CALLING FOR THE FINAL INSPECTION. 14) VERTICAL CURB HAS BEEN ELIMINATED ALONG THE SOUTH SIDE OF BUILDINGS 3103 AND 3115 E. ADAMS AT VARIOUS LOCATIONS. THE 48 INCH SIDEWALK HAS BEEN POURED WITH A THICKENED EDGE IN LIEU OF CONSTRUCTING THE CURBS PER THE APPROVED PLANS. BUILD THIS SECTION PER THE APPROVED PLANS OR PROVIDE AN APPROVED SET OF PLANS SHOWING THE REMOVAL OF THE CURBS. A D.S.M.R. (DESIGN STANDARD MODIFICATION REQUEST) MAY BE NEEDED TO LEAVE THESE IN PLACE AS THEY HAVE BEEN CONSTRUCTED, CONSULT THE ZONING AND ENGINEERING SECTION TO SEE WHAT IS THE ACCEPTABLE MINIMUM REQUIREMENTS. 15) THE INTERNAL CHANNEL HAS NOT BEEN CONSTRUCTED AS SHOWN ON THE APPROVED PLAN. MOST OF THE SCUPPERS FOR THE SITE HAVE BEEN INSTALL, ONE IS MISSING PER THE APPROVED PLAN, AND ONE IS INSTALLED AT A DIFFERENT LOCATION. THE CHANNEL THAT IS TO SERVICE THESE SCUPPERS HAS NOT BEEN CONSTRUCTED AND THE EXISTING CONDITIONS WILL NOT MEET THE CURRENT DESIGN AS THEY ARE, COMPLETE THIS PRIOR TO CALLING IN FOR A FINAL INSPECTION. 16) THE HANDICAP ACCESS RAMP LOCATED ON THE WEST SIDE OF THE FUTURE BUILDING C.4 HAS BEEN CONSTRUCTED NOT IN COMPLIANCE OF OUR CURRENT STANDARDS. THE CROSS SLOPE OF THE RAMP DOES NOT HOLD A 2% GRADE THROUGHOUT THE RAMP, THIS WILL NEED TO BE REMOVED AND REPLACED TO THE CORRECT STANDARD. 17) VERTICAL CURB HAS BEEN ELIMINATED ALONG THE SOUTH SIDE OF THE NORTHWEST PARKING LOT AT VARIOUS LOCATIONS. THE 48 INCH SIDEWALK HAS BEEN POURED WITH A THICKENED EDGE IN LIEU OF CONSTRUCTING THE VERTICAL CURBS PER THE APPROVED PLANS. BUILD THESE SECTIONS PER THE APPROVED PLANS OR PROVIDE AN APPROVED SET OF PLANS SHOWING THE REMOVAL OF THE CURBS. ALSO THE SIDEWALK ALONG THE NORTHWEST SIDE OF BUILDIN C.4 HAS BEEN REDUCED FROM 48 INCHES DOWN TOO 42 INCHES. THE PEDESTRIAN ACCESS AREA IS EVEN FURTHERLY REDUCED DOWN TO 38.5 INCHES DUE TO A 3.5 INCH OVERHANG ON THE BUILDING ABOVE THE SLAB. A D.S.M.R. (DESIGN STANDARD MODIFICATION REQUEST) MAY BE NEEDED TO LEAVE THESE IN PLACE AS THEY HAVE BEEN CONSTRUCTED, CONSULT THE ZONING AND ENGINEERING SECTION TO SEE WHAT IS THE ACCEPTABLE MINIMUM REQUIREMENTS. |
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| 12/28/2009 | GRADING - FINAL | Partial Approval | WALKED THE SITE WITH THE PLANS TO SEE WHAT WAS MISSING ON THIS SITE AND DETERMINE HOW MUCH TIME I WILL NEED TO INSPECT IT FOR A FULL RELEASE OF THE GRADING PERMIT. HAVE BEEN ADVISED BY THE CONTRACTOR (TUCSON ASPHALT) THAT THEY ARE ONLY RESPONSIBLE FOR THE ASPHALTS AT THE NORTHWEST CORNER OF THE SITE AND ALONG THE SOUTHERN SIDE OF THIS SITE. I HAVE BEEN TALKING TO JOE W/TUCSON ASPHALT AT 302-5722 ABOUT THIS SITE. HAVE ADVISED THAT THERE ARE ISSUES WITH THIS SITE THAT IS OUTSIDE OF HIS SCOPE OF WORK SO I WILL BE CONSULTING THE ENGINEERING REVIEW STAFF ABOUT THIS MATTER PRIOR TO POSTING ANY COMMENTS INTO PERMITS PLUS. I WILL RETURN BACK TO THIS SITE ON 12/29/2009 AND TAKE PICTURES OF ALL OF THE SITE CONDITIONS AS THEY STAND AT THIS TIME. | |
| 12/16/2009 | GRADING - FINAL | Not ready for Inspection | NO CONTACT CALL FOR RE-INSPECTION |