Content | Date | Cost | Contractor Rank | Address | Contractor |
---|---|---|---|---|---|
Goodson demo garage & shed Date: February 22, 2005 Permit status: Issued | Permit id: 05-00841 | |||||
SCORE 67 Goodson demo garage & shed Client: Goodson Demo | Permit type: Res: demolition | Permit status: Expired | Current use: Residential | Permit id: 05-00841 | Parcel: 66130 | |||||
Building enforcement Permit status: In compliance | Current use: Complaint-enforcement | Permit id: 06-01126s | Parcel: 66130 | |||||
Building enforcement Permit status: In compliance | Current use: Complaint-enforcement | Permit id: 07-02199s | Parcel: 66117 | |||||
Bilberry lane subdivision Client: Bilberry Lane | Permit type: Planning - historical | Permit status: Closed | Current use: Historical | Permit id: 05-01021 | Parcel: 66130 | |||||
Bilberry lane subdivision Client: Major Subdivision | Permit type: Major subdivision | Permit status: Under review | Current use: Subdivision | Permit id: 05-60000004pz | |||||
Asbury rd (goodson holdings, llc) Client: Minor Subdivision | Permit type: Minor subdivision | Permit status: Under review | Current use: Subdivision | Permit id: 05-61000127pz | |||||
Bilberry lane subdivision 9 lots p &z#05-6004; received driveway and grading applications sfb; approved for grading and drainage only. For conditions of approval see the official grading and drainage permit mailed to applicant. June 14, 2005 2:26:09 pm cpierce; grading and erosion reviewed waiting for planning approval of preliminary plat. June 14, 2005 1:59:34 pm cpierce; 1. Driveway shall be constructed of concrete or asphalt to 5 ? Beyond right-of-way line (minimum 10?). 2 . Inspector must be called 48 hours prior to pouring of th e driveway access apron for an inspection of the forms. 3. Inspector for this project is erik hagen and he can be rea ched at redacted phone number (office) or redacted phone number (cell). 4. D riveway access apron must be constructed in accordance with detail 3. 15 from the city of asheville standard spec ifications manual. (sent to applicant) 5. To tal width shall be 64? At the edge of the roadway. This measurement includes the radii. 6. Rad ii shall be 42? ( Permit type: Planning - historical | Permit status: Closed | Permit id: 05-01021 | Parcel: 66130 | |||||
Building enforcement Date: January 5, 2006 Permit status: In compliance | Current use: Complaint-enforcement | Permit id: 06-01126s | Parcel: 66130 | |||||
Building enforcement Date: March 2, 2007 Permit status: In compliance | Current use: Complaint-enforcement | Permit id: 07-02199s | Parcel: 66117 | |||||
Bilberry lane subdivision Date: March 1, 2010 Client: Bilberry Lane | Permit type: Planning - historical | Permit status: Closed | Current use: Historical | Permit id: 05-01021 | Parcel: 66130 | |||||
Bilberry lane subdivision Date: February 28, 2005 Client: Major Subdivision | Permit type: Major subdivision | Permit status: Under review | Current use: Subdivision | Permit id: 05-60000004pz | |||||
Asbury rd (goodson holdings, llc) Date: July 12, 2005 Client: Minor Subdivision | Permit type: Minor subdivision | Permit status: Under review | Current use: Subdivision | Permit id: 05-61000127pz | |||||
Goodson demo garage & shed Date: February 22, 2005 Value: $5,000 Permit type: Residential | Permit status: Issued | Permit id: 05-00841 | |||||
Bilberry lane subdivision 9 lots p &z#05-6004; received driveway and grading applications sfb; approved for grading and drainage only. For conditions of approval see the official grading and drainage permit mailed to applicant. June 14, 2005 2:26:09 pm cpierce; grading and erosion reviewed waiting for planning approval of preliminary plat. June 14, 2005 1:59:34 pm cpierce; 1. Driveway shall be constructed of concrete or asphalt to 5 ? Beyond right-of-way line (minimum 10?). 2 . Inspector must be called 48 hours prior to pouring of th e driveway access apron for an inspection of the forms. 3. Inspector for this project is erik hagen and he can be rea ched at redacted phone number (office) or redacted phone number (cell). 4. D riveway access apron must be constructed in accordance with detail 3. 15 from the city of asheville standard spec ifications manual. (sent to applicant) 5. To tal width shall be 64? At the edge of the roadway. This measurement includes the radii. 6. Rad ii shall be 42? ( Date: March 1, 2010 Permit type: Planning - historical | Permit status: Closed | Permit id: 05-01021 | Parcel: 66130 |