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Permit Review Detail
Review Status: Completed
Review Details: FLOODPLAIN
Permit Number - T04OT01040
Review Name: FLOODPLAIN
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/21/2004 | Loren Makus | ENGINEERING | REVIEW | Denied | DATE: June 28, 2004 TO: Richard Reigle, Reigle & Associates SUBJECT: Safeway Store 1684, Site Plan Review and Floodplain Use Permit Application Review REVIEWER: Loren Makus ACTIVITY NUMBER: T04OT01039 and T04OT01040 SUMMARY: The Site Plan and Floodplain Use Permit were reviewed by Development Services Department, Engineering Division on June 28, 2004. The Site Plan and Floodplain Use Permit were not approved at this time. Please address the following comments. Site Plan Comments: 1) Provide the basis for bearing (Development Standard (DS) 2-02.2.1.A.5)) 2) Provide estimated cut and fill quantities. (DS2-02.2.1.A.17) 3) Clearly show and label sight visibility triangles (SVT) for both the existing and future right of way. Include SVTs for street intersections. Use the correct dimensions for each SVT. 4) The Transportation Access Management Guidelines for the City of Tucson (TAMG) 5.4.1 limit the number of entrance and exit drives onto collectors and arterials to no more than two drives per 300 feet with the nearest pavement edges spaced at least eighty feet apart. Revise the new drives along Campbell Avenue (Kino Parkway) to comply with this standard. 5) The TAMG 5.4.2 requires at least 150 feet between any signalized intersection and the nearest driveway. Revise the Broadway entrance/exit drive to comply with this standard. 6) Show that sufficient throat length is provided for each driveway per the TAMG 5.8. 7) There appear to be many misplaced or misnumbered keynote callouts and typographical errors on the site plan and in the notes. Please check the plan carefully to provide the clarity required. Include the redlined plan sheet with your resubmittal for reference. Drainage Report Comments 8) Provide peak flow calculations for each discharge location. 9) Provide water surface elevation contours at 200-foot intervals based on a current local backwater analysis. Floodplain Use Permit Application 10) Show that the finish floor elevation will be at least one foot above the base flood elevation. 11) The Floodplain Use Permit will be issued in conjunction with the Grading Permit. 12) There is a $150 fee for review of the drainage report. Revise the Site Plan and Drainage Report to address these comments and resubmit two copies for review. Include a letter explaining how each comment has been addressed. Loren Makus, E.I.T. Senior Engineering Associate Engineering Division Development Services |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 07/01/2004 | BETH GRANT | OUT TO CUSTOMER | Completed |
| 07/01/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |