Permit Review Detail
Review Status: Completed
Review Details: GRADING
Permit Number - T05BU00302
Review Name: GRADING
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/26/2005 | DAN CASTRO | ZONING | REVIEW | Denied | The Zoning Review Section may not approve the grading plan until the site plan has been approved by all sections and the grading plan has been approved by the Engineering Section. |
| 03/02/2005 | PAUL MACHADO | ENGINEERING | REVIEW | Denied | To: Bruce Patton DATE: March 3, 2005 Rick Engineering Co. 1745 E. River Rosd Tucson, Arizona 85718 SUBJECT: 6420 E.Grant Road Grading plan T05CM00598 (First Review) T14S, R15E, Section 6 RESUBMITTAL REQUIRED: Grading Plan, Drainage Report and SWPPP The Grading Plan (GP) and Drainage Report (DR) cannot be approved as submitted. Please address the following review comments prior to the next submittal. Grading Plan: 1. Grading plan clearly marked "GRADING PLAN". 2. Please include a response letter to the comments along with the corrected copies of the GP. 3. Three copies of the GP are required at submittal. 4. List site plan number on the grading plans. 5. The information on the Location map incorrect. Revise as required. 6. Please show the proposed roof drainage patterns, 100% of the 10-year flow must be conveyed under the sidewalks. Please provide supporting calculations to demonstrate compliance with D.S. 3-01.4.4. If the location(s) of the roof scuppers have not yet been decided, add a general note indicating sidewalk scuppers (per COT/SD) will be used when the roof scuppers locations have been designed. This note should also include any drainage flow across sidewalks too. 7. Provide a maintenance ramp for the retention basin. 8. A permit or a private improvement agreement will be necessary for any work performed within the Right-of-way. Contact Permits and Codes at (520) 791-5100 for permit information. 9. Show the 100-year flood peak discharge. 10. Slopes of 3H: 1V require hand placed riprap. 11. Call out all peak discharges entering and exiting the site. 12. Security barriers are required if ponding depth exceeds 2 feet, if slopes are greater than 4:1 and/or if pedestrian access is adjacent to basin. Drainage Report: 1. Please include a response letter to the comments along with the corrected copies of the DR. 2. The DR is accepted conditionally upon the following comments. 3. Grade basin to drain. 4. Security barriers are required around the perimeter of the entire retention basin. 5. As mentioned in the DR, percolation test and results are required prior to the issuance of permits. Stormwater pollution prevention plan: 1. The SWPPP has been accepted, however an approved grading plan must accompany it. Resubmit the SWPPP along with 3 corrected copies of the GP. If you have any questions, I can be reached at 791-5550 x1193 or Paul.Machado@tucsonaz.gov Paul P. Machado Senior Engineering Associate City of Tucson/Development Services Department 201 N. Stone Avenue P.O. Box 27210 Tucson, Arizona 85726-7210 (520) 791-5550 x1193 office (520) 879-8010 fax C:/6420 E.Grant Rd Grad |
| 03/04/2005 | ANDREW CONNOR | NPPO | REVIEW | Denied | Site plan approval is necessary to continue review. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/09/2005 | TAMI ACHONG | OUT TO CUSTOMER | Completed |
| 03/09/2005 | SUE REEVES | REJECT SHELF | Completed |