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Address Search: 4545 N 1ST AV
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Parcel Attributes
| Parcel | 10510001C |
|---|---|
| Jurisdiction | Tucson, Pima County |
| City of Tucson Zoning | C-2 |
| Tucson Ward | Ward 3 |
| Major Street & Route | Arterial or Collector |
| Pima County Data | Assessor, Recorder, Treasurer, ... |
| Parcel Map | Map |
| Parcel Attributes Issue? | |
Annexations & Original City Zoning (OCZ)
Address: 4545 N 1ST AV
Date - 12/31/2025 1:57 p.m.
Total Number Of Annexations & Original City Zoning (1)
Special Development Requests & Requirements
Address: 4545 N 1ST AV
Date - 12/31/2025 1:57 p.m.
Total Number Of Special Development Permits - (1)
| Activity Number | Status | Apply Date | Expired Date | Unit | Type | Description |
|---|---|---|---|---|---|---|
| T16SA00310 | WITHDRWN | 07/15/2016 | N/A | Zoning Adminstration Letter | MMJ Application |
Permits
Address: 4545 N 1ST AV
Date - 12/31/2025 1:57 p.m.
Total Number Of Permits - (11)
| Permit | Status | Apply Date | Expired Date | Unit | Type | Description |
|---|---|---|---|---|---|---|
| TR-UTL-1022-00116 | Complete | 10/31/2022 | 11/20/2022 | Right-of-Way (ROW) - Utility | EMERGENCY LINE CROSSING FOR CABLE REPAIR - START TIME 5AM-6:30AM | |
| TR-ROW-0823-01089 | Complete | 08/23/2023 | 10/05/2023 | Right-of-Way (ROW) | Complete misc safety improvements on the 1st Ave bridge across the Rillito River. Refer to City of Tucson JOC project 171650, SCN-0001783, Tom Adkins | |
| TR-ROW-0525-00599 | Withdrawn | 05/05/2025 | N/A | Right-of-Way (ROW) | We will be performing twenty-one (21) geotechnical borings within the roadway of N 1st Ave from approximately 500ft north of the intersection of E River Rd and N 1st Ave to approximately 400ft north of the intersection of N 1st Ave and Grant Rd. Asphalt coring will be conducted prior to drilling of soil borings. Cores will be obtained using an electric coring rig and will be approximately 10 inches in diameter. The soil borings will be advanced through the 10 inch asphalt core hole with 7 or 8 inch hollow stem auger to depths of approximately 5 to 150 feet below the ground surface (135 to 150ft borings will be performed near the 1st Avenue Bridge crossing the Rillito River. The borings will be backfilled with auger cuttings mixed with concrete (with concrete comprising between 20 to 50% of the soil-cement backfill). The exposed asphalt concrete at each boring location will be cleaned, wire-brushed, and patched with QPR brand asphalt cold path. (We understand the restoration of boring locations in the existing roadway as described above will be acceptable by the City of Tucson.) If groundwater is encountered during drilling, the boring will be backfilled with cement grout to the state minimum of the upper 20 feet, unless otherwise within the threshold distance of a WQARF, CERCLA, VRP, LUST, or DOD site, the boring(s) will be backfilled with cement grout to the full depth of the boring. See site plan for details on locations of planned boreholes and traffic control plans for anticipated one-lane closures along N 1st Ave. We do not anticipate performing any work within signalized intersections. Requesting no restrictions on work times. 135 to 150ft bridge borings will be performed as night work. Work performed for HDR Engineering for the City of Tucson, Contract No. 230193-01. 05/22/2025 **Withdrawn as of 05/21/2025 CONTINUATION OF TR-ROW-0325-00338*** NO LONGER NEEDED | |
| CD982-48RR | CLOSED | 10/13/1997 | N/A | DPHIST | BRAKE MAX | |
| P97AN00083 | ISSUED | 01/10/1997 | N/A | ADDRNEW | ||
| T08OT02239 | FINAL | 09/18/2008 | 05/18/2009 | SIGN | 15631 | |
| T11EX00491 | CLOSED | 09/15/2011 | 11/14/2011 | EXCAV | TRENCH, BORE, REPAIR AND INST 190LF OF FIBER OPTIC CABLE FOR COX COMM. | |
| T14OT00282 | FINAL | 03/11/2014 | 06/13/2015 | SIGN | A frame sign | |
| T20RW05785 | FINAL | 10/21/2020 | 01/01/2021 | ROW | Starting on the West side of N 1st Ave at Cox Ped trench/bore 10' going West to out of ROW. | |
| T22RW00459 | FINAL | 02/09/2022 | 06/03/2022 | ROW | Tie into Pole riser down and Head N 6' pulling 48ct fiber through existing Cox Conduit and intercept existing Cox Vault. Continue Heading N 91' pulling 48ct fiber through existing Cox Conduit. Head E 6' and continue pull through onto private property. ** PROOF OF NOTIFICATION IS REQUIRED AT THE TIME OF THE PRECONSTRUCTION MEETING. 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. ARTERIAL / COLLECTOR FLOOD PLAIN ZONE WORK IS BEHIND 4545 N 1ST AV - ADDRESS ON PERMIT IS FOR PERMITTING PURPOSES ONLY ADDRESS ON APPLICATION- 4502 N 1ST AV | |
| T97BU00632 | FINAL | 05/02/1997 | 01/13/1998 | BUILD | ADDITION:AWNING (59.5X5 + 8X 8) AWNING STEEL FRAME W/PLYWOOD SHEATHING AND STANDING SEAM METAL ROOF COVERING. |
Record Requests
Address: 4545 N 1ST AV
Date - 12/31/2025 1:57 p.m.
Total Number Of Requests - (2)
| Request Number | Status | Request Date | Completed Date | Type | Description |
|---|---|---|---|---|---|
| REQ-0525-03461 | Withdrawn | 05/21/2025 | N/A | Requests | **Withdrawn as of 05/21/2025 CONTINUATION OF TR-ROW-0325-00338*** NO LONGER NEEDED We will be performing twenty-one (21) geotechnical borings within the roadway of N 1st Ave from approximately 500ft north of the intersection of E River Rd and N 1st Ave to approximately 400ft north of the intersection of N 1st Ave and Grant Rd. Asphalt coring will be conducted prior to drilling of soil borings. Cores will be obtained using an electric coring rig and will be approximately 10 inches in diameter. The soil borings will be advanced through the 10 inch asphalt core hole with 7 or 8 inch hollow stem auger to depths of approximately 5 to 150 feet below the ground surface (135 to 150ft borings will be performed near the 1st Avenue Bridge crossing the Rillito River. The borings will be backfilled with auger cuttings mixed with concrete (with concrete comprising between 20 to 50% of the soil-cement backfill). The exposed asphalt concrete at each boring location will be cleaned, wire-brushed, and patched with QPR brand asphalt cold path. (We understand the restoration of boring locations in the existing roadway as described above will be acceptable by the City of Tucson.) If groundwater is encountered during drilling, the boring will be backfilled with cement grout to the state minimum of the upper 20 feet, unless otherwise within the threshold distance of a WQARF, CERCLA, VRP, LUST, or DOD site, the boring(s) will be backfilled with cement grout to the full depth of the boring. See site plan for details on locations of planned boreholes and traffic control plans for anticipated one-lane closures along N 1st Ave. We do not anticipate performing any work within signalized intersections. Requesting no restrictions on work times. 135 to 150ft bridge borings will be performed as night work. Work performed for HDR Engineering for the City of Tucson, Contract No. 230193-01. |
| REQ-1122-00200 | Complete | 11/21/2022 | 01/12/2023 | Requests | Requesting Blueprints and Floorplans for these locations |