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Plan Review Detail
Review Status: Completed
Review Details: PIA RESUBMITTAL
Plan Number - T05PI00004
Review Name: PIA RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/28/2005 | Estevan Tineo | DOT ENGINEERING | REVIEW | Denied | 1. Provide utility clearance letter from all affected utilities within project. 2. Sheet 1/11: Provide Book and Page. 3. Sheet 1/11: Remove Streets & Traffic Maintenance signature line. 4. Sheet 2/11: Provide ramp details on plans, use the previous details provided in previous red-lines. 5. Sheet 3/11: Provide 8' shoulders for areas without sidewalk. 6. Sheet 4/11: Call out curbing on plan view. 7. Sheet 4/11: Inlcude curbing on profile view. 8. Sheet 4/11: Provide header for curb returns for non-curb radii. 9. Sheet 4/11: Provide approval from DSD for proposed storm drain. 10. Sheet 4/11: Provide manhole structure for proposed strorm drain. 11. Sheet 4/11: Provide scupper detail on plan. 12. Sheet 5/11: Call out curbing on plan view. 13. Sheet 5/11: provide curbing profile on profile view. 14. Sheet 5/11: Provide additional cross section for proposed roadway improvements. 15. Sheet 6/11: Provide Filter fabric for proposed dump rip-rap. 16. Sheet 6/11: Provide D50 for proposed dump rip-rap 17. Sheet 6/11: Maintenance Access must be provided into the channel per City Drainage Standards. Provide evidence that City Streets and Traffic Maintenance (Lance Petersen) is OK with proposed maintenance access points. 18. Sheet 6/11: Is the proposed top of channel linning composed of solid concrete? 19. Sheet 7/11: Provide manhole structure for proposed storm drain structure. 20. Sheet 7/11: How will the proposed storm drain intercept runoff within the r/w between box culvert and Diablo Sunrise Road? 21. Sheet 7/11: According to the Drainage Addendum the proposed storm drain intercepts runoff generated along the west edge of Wilmot road and conveyed under Diablo Road, However the plans do not show a drainage structure for Grayhawk Ranch Road? |
| 09/28/2005 | Estevan Tineo | DOT ENGINEERING | UTILITY AWARENESS NOTIFICATION | Denied | 1. Provide utility clearance letter from all affected utilities within project. 2. Sheet 1/11: Provide Book and Page. 3. Sheet 1/11: Remove Streets & Traffic Maintenance signature line. 4. Sheet 2/11: Provide ramp details on plans, use the previous details provided in previous red-lines. 5. Sheet 3/11: Provide 8' shoulders for areas without sidewalk. 6. Sheet 4/11: Call out curbing on plan view. 7. Sheet 4/11: Inlcude curbing on profile view. 8. Sheet 4/11: Provide header for curb returns for non-curb radii. 9. Sheet 4/11: Provide approval from DSD for proposed storm drain. 10. Sheet 4/11: Provide manhole structure for proposed strorm drain. 11. Sheet 4/11: Provide scupper detail on plan. 12. Sheet 5/11: Call out curbing on plan view. 13. Sheet 5/11: provide curbing profile on profile view. 14. Sheet 5/11: Provide additional cross section for proposed roadway improvements. 15. Sheet 6/11: Provide Filter fabric for proposed dump rip-rap. 16. Sheet 6/11: Provide D50 for proposed dump rip-rap 17. Sheet 6/11: Maintenance Access must be provided into the channel per City Drainage Standards. Provide evidence that City Streets and Traffic Maintenance (Lance Petersen) is OK with proposed maintenance access points. 18. Sheet 6/11: Is the proposed top of channel linning composed of solid concrete? 19. Sheet 7/11: Provide manhole structure for proposed storm drain structure. 20. Sheet 7/11: How will the proposed storm drain intercept runoff within the r/w between box culvert and Diablo Sunrise Road? 21. Sheet 7/11: According to the Drainage Addendum the proposed storm drain intercepts runoff generated along the west edge of Wilmot road and conveyed under Diablo Road, However the plans do not show a drainage structure for Grayhawk Ranch Road? |
| 09/29/2005 | GARY WITTWER | DOT LANDSCAPE | REVIEW | Approved | |
| 10/06/2005 | DALE KELCH | DOT TRAFFIC | REVIEW | Approved | Traffic Engineering recommends APPROVAL of this PIA. D. Dale Kelch, PE Senior Engineering Associate Traffic Engineering Division (520)791-4259x305 (520)791-5526 (fax) dale.kelch@tucsonaz.gov |
| 10/06/2005 | JBALDER1 | ENGINEERING | REVIEW | Needs Review | |
| 10/31/2005 | JBALDER1 | PIA COORDINATOR | CUSTOMER CALLED; PLANS @ AMBASSADOR | Completed | |
| 10/31/2005 | JBALDER1 | PIA COORDINATOR | OUT TO CUSTOMER | Completed |