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Parcel Search: 103082250
Parcel Search
Annexations & Original City Zoning (OCZ)
Date - 11/22/2024 10:26 p.m.
Total Number Of OZC Plans - (1)
Rezoning Cases
Date - 11/22/2024 10:26 p.m.
Total Number Of Rezone Cases - (1)
| Case No. | Description | New Zone | Status | Status Date | Address |
|---|---|---|---|---|---|
| C9-72-85 | City of Tucson - Sewer Farm | P-I | Withdrawn | 09/15/2011 | N BABY BRUNO |
Permits
Parcel Number - 103082250
Date - 11/22/2024 10:26 p.m.
Total Number Of Permits - (6)
| Permit | Permit Status | Entered Date | Expired Date | Unit | Type | Description |
|---|---|---|---|---|---|---|
| TR-UTL-1122-00174 | Complete | 11/07/2022 | 03/23/2023 | Right-of-Way (ROW) - Utility | 3241 N BABY BRUNO WAY 360' PULL NEW 144 CT FIBER THRU EXISTING CONDUIT TO AERIAL POLE LINE.1400' aerial overlash .375' PULL 144 CT FIRBER THRU EXISTING CONDUIT TO EXISTING PEDESTAL | |
| T19RW02224 | Final | 04/22/2019 | 07/25/2019 | ROW | Continuing from out of ROW (N Silverbell Rd and Baby Bruno Way) begin 60' pull through existing heading West. Continue 111' trench/bore heading North, place 3x3 pothole and place new COX vault, continue 10' bore/trench placing 4x2'' conduit and riser up. NOTE: THIS SECTION OF SILVERBELL RD IS UNDER A PAVEMENT MORATORIUM. ANY CUTS IN THE ASPHALT WILL REQUIRE A 2" MILL AND OVERLAY FOR 50 FT FROM THE OUTSIDE OF THE CUTS FOR ALL AFFECTED TRAVEL LANES. NOTE: APPLICANT SHALL COORDINATE TRAFFIC CONTROL SETUP WITH EXISTING TRAFFIC CONTROL IN AREA FOR BORDERLAND WORK | |
| T19RW02643 | Final | 05/10/2019 | 07/13/2019 | ROW | START POINT FROM THE TEP WEST OF 3241 N BABY BRUNO WY, BEGIN 800' OVERLASH HEADING SOUTH, TIE IN | |
| T21CM00729 | Final | 01/25/2021 | 11/22/2021 | COMBO | SFR DRHRTN3548 T19-M0072 | |
| T21RW00189 | Final | 01/14/2021 | 02/17/2021 | ROW | SIDEWALK / APRON PERMIT @ 38.15 LF., SILVERBELL CROSSINGS, LOT 61. | |
| T22RW00989 | Final | 03/16/2022 | 06/29/2022 | ROW | 1- STA. 21+84.5'-64'LT. STEEL POWER POLE LOCATE TIE POINT OVERLASH NEW FIBER TO EXISTING CATV 2-STA. 23+33'-23.5'LT. WOOD POWER POLE OVERLASH NEW FIBER TO EXISTING CATV NO NEW AERIAL STORAGE. 3-STA. 26+14'-21.5'LT.WOOD POWER POLEOVERLASH NEW FIBER TO EXISTING CATVNO NEW AERIAL STORAGE. 4- STA. 30+10'-23'LT. STEEL POWER POLE OVERLASH NEW FIBER TO EXISTING CATV NO NEW AERIAL STORAGE. 5 -STA. 32+51.5'-22'LT. WOOD POWER POLE OVERLASH NEW FIBER TO EXISTING CATV NO NEW AERIAL STORAGE. 6 -STA. 34+10.5'-22.5'LT. WOOD POWER POLE OVERLASH NEW FIBER TO EXISTING CATV NO NEW AERIAL STORAGE 7- STA. 34+89.5'-23.5'LT. STEEL POWER POLE OVERLASH NEW FIBER TO EXISTING NO NEW AERIAL STORAGE CATV RISER DOWN POLE 8 STA. 34+89.5'-75'RT. CHANGE TRENCH TYPE ** PROOF OF NOTIFICATION IS REQUIRED AT THE TIME OF THE PRECONSTRUCTION MEETING. PAVEMENT PATCH TYPE SHALL BE IN CONFORMANCE TO THE CURRENT EDITION OF THE CITY OF TUCSON PUBLIC UTILITY ADMINISTRATIVE MANUAL. UNDER A PAVEMENT MORATORIUM, ANY NEW ASPHALT THAT IS DISTURBED WILL REQUIRE A 2” MILL AND OVERLAY FOR 50’ IN EACH DIRECTION FROM THE OUTSIDE OF THE CUT FOR ALL EFFECTED TRAVEL LANES. 1. INGRESS/ EGRESS FOR BUSINESS AND RESIDENTIAL ACCESS SHALL BE MAINTAINED. FIELD ADJUSTMENTS MAY BE REQUIRED. 2. ALL AERIAL WORK MUST BE A MINIMUM OF 16-FT HIGH. AND MUST BE A MINIMUM OF 18-FT HIGH WHEN CROSSING INTERSECTIONS, PAVEMENT AND ALLEYS. 3. PAVEMENT PATCHING IS NECESSARY WHERE PAVEMENT IS CUT. PATCH LIMITS- THE LIMITS OF THE PAVING SHALL BE A MINIMUM OF 1-FT OUTSIDE THE EXCAVATION. 4. POTHOLES SPACED CLOSELY TOGETHER AND WITHIN 8-FT OF EACH OTHER WILL NEED TO BE JOINED TOGETHER BY ONE SURFACE PATCH. 5. BACKFILL WITH CLSM SLURRY OR AGGREGATE BASE COURSE (ABC.) 6. ASPHALTIC CONCRETE USED SHALL BE CITY OF TUCSON MIX NO. 3 OR COT MIX NO. 2 WITH TR-22, INSPECTOR TO ADVISE. 7. REPAIR ALL LANDSCAPING DISTURBED. THIS INCLUDES IRRIGATION, PLANTINGS, GROUNDCOVER, AND HARDSCAPE. 8. GOOD HOUSEKEEPING MEASURES SHALL BE PRACTICED DURING WORK AND CONSTRUCTION. 9. MAINTAIN PEDESTRIAN ACCESS 10. IN THE EVENT THAT WEEKEND OR AFTER-HOURS WORK IS INTENDED, CONTACT COT INSPECTION STAFF. IF WEEKEND WORK, MAKE CONTACT 48 HOURS PRIOR TO THE WEEKEND. DAN ROBERTSON- 520-400-6722 OR TOM ADKINS- 520-400-3813 |