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Permit Details

Status:
Si_xpire
Type:
COMMERCIAL OTHER
Address NEW:
1445 E WIEDING RD
Apply Date:
02/16/2005
Applicant:
RELIABLE PERMIT MANAGEMENT
Description:
GRADING:440CY CUT & 565CY FILL
Contractors:
  • YARBOROUGH DEVELOPMENT INC

Permit Reviews

Permit Number - T05BU00351
Permit Status: Si_xpire
Permit Description: GRADING:440CY CUT & 565CY FILL
Start Date Submittal Complete Date Status  
02/16/2005 PLANS OK TO SUBMIT - GRADING 02/16/2005 COMPLETED Review Details
02/18/2005 GRADING 03/14/2005 COMPLETED Review Details
05/05/2005 RESUBMITTAL - GRADING ALL 05/20/2005 COMPLETED Review Details
06/15/2006 REVISION - GRADING 06/22/2006 COMPLETED Review Details
07/21/2005 RESUBMITTAL - GRADING ALL 08/24/2005 COMPLETED Review Details
08/24/2005 RESUBMITTAL - GRADING 09/26/2005 COMPLETED Review Details

Outstanding Activity Conditions

Permit Number - T05BU00351
Permit Status: Si_xpire
Permit Description: GRADING:440CY CUT & 565CY FILL
Total Outstanding Activity Conditions - 16
Date Name
02/16/2005 PLANS EXPIRE IN 180 DAYS FROM DATE OF SUBMITTAL. PERMITS EXPIRE IN 180 DAYS FROM DATE OF ISSUE OR LAST INSPECTION.
07/29/2005 LANDSCAPE INSPECTOR MUST CHECK FENCING OF NATURAL AREAS PRIOR TO GRUBBING OR GRADING.
08/12/2005 SPECIAL INSPECTION REQUIRED FOR 3 FEET OF ENGINEERED FILL AND 6 FEET DEPTH OF FOOTING FOR NORTH SIDE OF BUILDING AND RETAINING WALL PER LMT. SUBMIT COPIES OF GEOTECHNICAL EVALUATION / REPORT FOR COMPLETION PRIOR TO REQUESTING FINAL GRADING INSPECTION.
08/12/2005 FOOTING FOR RETAINING WALL AND BUILDING WALL ON THE NORTH SIDE OF THE BUILDING ADJACENT TO THE RETENTION BASIN SHALL BE FOUNDED AT LEAST 5 FEET BELOW FINISHED GRADE AND BE FOUNDED ON A MINIMUM DEPTH OF 3.0 FEET OF ENGINEERED FILL. SEE GEOTECHNICAL ENGINEERING ADDENDUM DATE MAY 2, 2005 BY LMT ENGINEERING, INC. FOR FURTHER GEOTECHNICAL RECOMMENDATIONS. SUBMIT COPIES OF GEOTECHNICAL ENGINEERING INSPECTIONS TO DSD ENGINEERING DIVISION INSPECTOR OR OFFICE PRIOR TO SCHEDULING FINAL GRADING INSPECTION ASSURING THAT THE FOOTING FOR RETAINING WALL AND BUILDING WALL ON THE NORTH SIDE OF THE BUILDING ADJACENT TO THE RETENTION BASIN IS FOUNDED AT LEAST 5 FEET BELOW FINISHED GRADE AND IS FOUNDED ON A MINIMUM DEPTH OF 3.0 FEET OF ENGINEERED FILL PER LMT.
08/12/2005 FOR THE 6" BY 6" TUBE STEEL DRAINLINE, USE COT/PC STANDARD DETAIL 204.
08/12/2005 ALL GRADING SHALL CONFORM TO DEVELOPMENT STANDARDS SECTION 11-01.
08/12/2005 A COPY OF THE GRADING PLAN, GRADING PERMIT, AND ANY GEOTECHNICAL REPORT WITH ADDENDA SHALL BE KEPT AT THE SITE AT ALL TIMES, UNTIL FINAL GRADING APPROVAL.
08/12/2005 ALTHOUGH THE PROJECT IS UNDER 1 ACRE, INTERIM STORMWATER POLLUTION PREVENTION CONTROL DEVICES MAY BE PRUDENT TO INSTALL DURING THE MONSOON SEASON AS DETERMINED BY THE CONTRACTOR, PROJECT ENGINEER, AND/OR INSPECTOR.
08/12/2005 ANY REVISION TO THE GRADING PLAN MAY REQUIRE A RE-SUBMITTAL OF A REVISED GRADING PLAN FOR REVIEW. CONTACT DSD ENGINEERING AT 791-5550 TO DISCUSS CHANGES IN GRADING DESIGN.
08/12/2005 IF GRADING CONSTRUCTION IS EXPECTED TO LAST LONGER THAN THE EXPIRATION DATE OF THE GRADING PERMIT, CONTACT DSD TO RENEW/EXTEND THE GRADING PERMIT. IF FINAL GRADING INSPECTION HAS NOT BEEN COMPLETED BEFORE THE GRADING PERMIT EXPIRES, AND THE PERMIT HAS NOT BEEN RENEWED, ADDITIONAL FEES AND REVIEWS MAY BE REQUIRED.
08/12/2005 CALL FOR PRE-CONSTRUCTION MEETING. FOR A DSD ENGINEERING INSPECTION, CALL IVR (740-6970), OR SCHEDULE WITH A CUSTOMER SERVICE REPRESENTATIVE AT THE DEVELOPMENT SERVICES DEPARTMENT, OR CONTACT DSD ENGINEERING AT 791-5550 EXTENSION 2101, OR SCHEDULE INSPECTIONS ONLINE AT: HTTP://WWW.CI.TUCSON.AZ.US/DSD/ONLINE_SERVICES/ONLINE_PERMITS/ONLINE_PERMITS.HTML
08/29/2005 TRUNCATED DOMES SHALL BE PLACED ON SIDEWALK AREA WHERE PAVEMENT IS FLUSH WITH SIDEWALK, EXCEPT AT LOCATIONS WHERE THERE ARE ELEVATED CURB, WHEEL STOPS, OR BOLLARDS.
08/29/2005 SEE REVISED APPROVED SITE PLAN T05CM00691 FOR LOCATION OF PEDESTRIAN WALKWAY ALONG WEST SIDE OF BUILDING.
06/22/2006 REVISION TO T05BU00351 FOR WEST PEDESTRIAN CIRCULATION. THE FOLLOWING CONDITONS ARE ADDED TO THE CONDITONS OF THIS GRADING PERMIT.
06/22/2006 SCUPPERS BENEATH SIDEWALK SHALL BE CONSTRUCTED PER PIMA COUNTY / COT STANDARD DETAIL FOR SCUPPER OR SIMILAR.
06/22/2006 SEE ALSO REVISED SITE PLAN FOR SCUPPER LOCATIONS AND OTHER LAYOUT ITEMS. TRUCATED DOMES OR REMOVABLE BOLLARDS ARE REQUIRED AT WEST ENTRANCES AND AT DEPRESSED SIDEWALK.

Completed Inspections

Permit Status: Si_xpire
Permit Number: T05BU00351
Permit Description: GRADING:440CY CUT & 565CY FILL
Total Completed Inspections - 5
Date Description Inspector Results Comments
12/01/2005 GRADING - FINAL MAVERY Approved No activity at this time.
12/14/2005 STORMWATER FOLLOW-UP INSP MAVERY Approved No activity.
03/01/2006 NPPO PRE PERMIT INSPECTION ACONNOR Approved
03/06/2006 ENGINEERING PRE-CONSTRUCTION MAVERY Approved Completed pre-con. Contractor will need to get any changes to the approved plans re-approved by the city engineer.
01/19/2007 STORMWATER FINAL INSPECTION MAVERY Approved All areas stabilized.

Documents

File Name Document Type  
T05BU00351 2025 MASS-UPLOAD.PDF DOCUMENTS VIEW
None DOCUMENTS VIEW