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Address Search: 4490 N 1ST AV

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Parcel Attributes
Parcel108192180
JurisdictionTucson, Pima County
Water Course

Street+culvert

City of Tucson ZoningC-3
Tucson WardWard 3
Tucson Registered NeighborhoodCampus Farm
Major Street & Route

Arterial or Collector
-
Intersection Buffer

Pima County Data Assessor, Recorder, Treasurer, ...
Parcel Map Map
Parcel Attributes Issue?

Historic Records Requests

Address: 4490 N 1ST AV
Date - 12/31/2025 7:06 p.m.
Total Number Of Historic Records Requests - (3)
Name Action
Address: 4490 N 1ST AV - Doc Type: CERT OF OCC VIEW
Address: 4490 N 1ST AV - Doc Type: CERT OF OCC VIEW
Address: 4490 N 1ST AV - Doc Type: CERT OF OCC VIEW

Annexations & Original City Zoning (OCZ)

Address: 4490 N 1ST AV
Date - 12/31/2025 7:06 p.m.
Total Number Of Annexations & Original City Zoning (1)
Plan Description Annexation Ordinance Effective Date OCZ Ordinance
C9-82-48 Oracle Rd. - Wetmore Rd. II 5646 5651

Permits

Address: 4490 N 1ST AV
Date - 12/31/2025 7:06 p.m.
Total Number Of Permits - (30)
Permit Status Apply Date Expired Date Unit Type Description
TR-UTL-1222-00359 In Review 12/02/2022 04/23/2023 Right-of-Way (ROW) - Utility PRJ234387-1 From TEP pole on the East side of 1st Ave Pull .288 ct. fiber up pole begin 528' aerial Overlash North, Tie in
D10-0041 Approved 11/22/2010 N/A Development Package PRESTIGE FITNESS
T17CM06751 Expired 09/05/2017 N/A Commercial Building ADDITION AND REMODEL GYM
DP17-0165 Issued 07/07/2017 03/17/2018 Development Package SITE - PRESTIGE FITNESS EXPANSIONOriginal Approval 09.15.17 (7 pages)
TR-ROW-0525-00599 Withdrawn 05/05/2025 N/A Right-of-Way (ROW) We will be performing twenty-one (21) geotechnical borings within the roadway of N 1st Ave from approximately 500ft north of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
DP21-0101 Fees Due 04/16/2021 N/A Development Package SITE/GRADING - Prestige Fitness, 1,683 SF addition, gymnasium.
C1288-020B CLOSED 01/26/1997 N/A DPHIST RIVERFRONT
T01EL01965 FINAL 07/26/2001 04/10/2002 ELECT SIGN:ELECTRIC:2801
T03CM03708 C OF O 07/25/2003 01/26/2004 COMBO TI:RETAIL
T03OT01253 WITHDRWN 07/14/2003 N/A C-OF-O C OF O:LOW CARB MALL, INC.
T03OT01357 FINAL 07/25/2003 03/13/2004 SIGN SIGN:#5845
T03OT01359 FINAL 07/25/2003 05/02/2004 SIGN SIGN:# 5844
T04CM04640 WITHDRWN 10/18/2004 N/A COMBO TI:CHUYS MESQUITE BROILER
T04CM04751 C OF O 10/27/2004 08/28/2005 COMBO TI:RESTAURANT
T04OT02338 FINAL 11/30/2004 07/26/2005 SIGN SIGN:ELECTRIC:8127 CHUY'S MESQUITE BROILER
T05BU00092 FINAL 01/13/2005 07/13/2005 BUILD INSTALL:KITCHEN SUPPRESSION SYSTEM
T05OT01824 FINAL 07/25/2005 01/30/2006 SIGN SIGN : 9401 CHUY'S MESQUITE BROILER
T06PL02147 WITHDRWN 11/20/2006 N/A PLUMB REPL BACKFLOW ASSEMBLY LIKE FOR LIKE
T09CM01460 C OF O 06/08/2009 02/27/2010 COMBO TI and C of O: FITNESS CENTER
T09OT01072 FINAL 05/28/2009 02/16/2011 SIGN 16727
T09OT01239 FINAL 06/17/2009 02/27/2010 SIGN 16827
T10CM02891 FINAL 10/18/2010 09/03/2011 COMBO ENCLOSE:PORCH TO FITNESS ROOM
T10EX00478 CLOSED 09/27/2010 11/26/2010 EXCAV LANDSCAPE & IRRIGATION
T10ME00467 FINAL 07/27/2010 01/26/2011 MECH MECHANICAL:REPLACE 5 TON HEAT PUMP
T10ME00563 FINAL 08/31/2010 03/01/2011 MECH MECHANICAL:REPLACT 5 TON HEAT PUMP
T11OT00122 FINAL 01/19/2011 09/26/2011 SIGN 19279
T12CM03887 FINAL 06/29/2012 01/02/2013 COMBO CHANGE OUT 1.5 TON PACKAGE HEAT PUMP - LIKE FOR LIKE
T12CM04990 FINAL 08/13/2012 02/11/2013 COMBO PACKAGE HEAT PUMP 5 TON
T19RW05407 FINAL 09/19/2019 10/19/2019 ROW REPAIR BROKEN WTER VALVE 6LF E/SD OF LOT IN DIRT AREA. EMERGENCY CREW IS ON SITE ADDRESS ON APP IS 4485 N 1ST AVE EMERGENCY AFTER THE FACT
T20RW04980 FINAL 09/10/2020 11/09/2020 ROW Riser down pole in NW corner of 4490 N 1st Ave, head N and begin 10' trench/bore to Cox vault. From Cox Vault, head SE and continue 77' trench/bore placing 1-2" conduit and 288ct fiber in to out of ROW.

Record Requests

Address: 4490 N 1ST AV
Date - 12/31/2025 7:06 p.m.
Total Number Of Requests - (1)
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.