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Plan Review Detail
Review Status: Completed
Review Details: PIA RESUBMITTAL
Plan Number - T05PI00008
Review Name: PIA RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/02/2005 | GARY WITTWER | DOT LANDSCAPE | REVIEW | Approved | |
| 09/20/2005 | LANCE PETERSON | DOT STREET MAINTENANCE | REVIEW | Approv-Cond | I have reviewed these plans and have the following comments: 1) Sheet 1 - Note 4 - This note calls out Asphalt Concrete but is related to Portland Cement Concrete (Class "S"). 2) The plan calls for 2" of asphalt concrete over 4" of aggregate base course. What is the asphalt mix to be used? No further comments (9/20/05) |
| 09/30/2005 | JBALDER1 | ENGINEERING | REVIEW | Needs Review | |
| 09/30/2005 | RICHARD LEIGH | DOT ENGINEERING | REVIEW | Denied | I reviewed the subject plans and have the following comments: 1. The consultant must obtain utility clearance letters from the effected utilities. 2. Sheet 1 of 8: Please remove the "City of Tucson Traffic Department" signature line, the title block already has this signature line. 3. Sheet 1 of 8: Book and Page. 4. Sheet 1 of 8: Provide the City Floodplain Permit number issued for issues impacting City right-of-way. 5. Sheet 1 of 8: Add the following comment: Truncated Domes shall be provided on all access ramps per Federal ADA requirements. 6. Sheet 2 of 8: Depict proposed Stormdrains in profile view. 7. Sheet 2 of 8: Provide a minimum 2% cross slope (DS 3-01.4.5) for all of the roadways within the subdivision (TYPICAL COMMENT). 8. Sheet 2 of 8: Call out local gutter depression (if applicable) for proposed catch basins (TYPICAL COMMENT). 9. Sheet 3 of 8: Detail (provide a drawing on the plan detailing ramp configuration and related items) each type of access ramp on plans TYPICAL COMMENT. I have included in the redlines ramp details for your information. 10. Sheet 4 of 8: Call out curb transition (Detail 210) for each catch basin (TYPICAL). 11. Sheet 8 of 8: Provide 2% cross slope for each roadway prism. 12. Sheet 8 of 8: Detail G: Provide a structure with one manhole (one structure) instead of two (the structures are only 2' apart?). revise. In addition provide section view through storm drain junction including pipe inverts and station and offsets. |
| 09/30/2005 | DALE KELCH | DOT TRAFFIC | REVIEW | Approved | Traffic Engineering recommends APPROVAL of this PIA submittal. Please add a general note on the mylars to read "All non-signalized intersection street names must have E-W block number addresses for E-W roadways and N-S block number addresses for N-S roadways.” I missed this on the 1st review. The consultant should note, that contrary to the response letter for TRAFFIC's previous comments, the POSTED speed is not listed in general note 1 on either the 1st submittal or this submittal. The posted speed does show up in the street sign legend on sheet 1/8 for this submittal. D. Dale Kelch, PE Senior Engineering Associate Traffic Engineering Division (520)791-4259x305 (520)791-5526 (fax) dale.kelch@tucsonaz.gov |
| 10/04/2005 | JBALDER1 | PIA COORDINATOR | CUSTOMER CALLED; PLANS @ AMBASSADOR | Completed | |
| 10/04/2005 | THAD HARVISON | DOT ENGINEERING | UTILITY AWARENESS NOTIFICATION | Needs Review | I reviewed the subject plans and have the following comments: 1. The consultant must obtain utility clearance letters from the effected utilities. 2. Sheet 1 of 8: Please remove the "City of Tucson Traffic Department" signature line, the title block already has this signature line. 3. Sheet 1 of 8: Book and Page. 4. Sheet 1 of 8: Provide the City Floodplain Permit number issued for issues impacting City right-of-way. 5. Sheet 1 of 8: Add the following comment: Truncated Domes shall be provided on all access ramps per Federal ADA requirements. 6. Sheet 2 of 8: Depict proposed Stormdrains in profile view. 7. Sheet 2 of 8: Provide a minimum 2% cross slope (DS 3-01.4.5) for all of the roadways within the subdivision (TYPICAL COMMENT). 8. Sheet 2 of 8: Call out local gutter depression (if applicable) for proposed catch basins (TYPICAL COMMENT). 9. Sheet 3 of 8: Detail (provide a drawing on the plan detailing ramp configuration and related items) each type of access ramp on plans TYPICAL COMMENT. I have included in the redlines ramp details for your information. 10. Sheet 4 of 8: Call out curb transition (Detail 210) for each catch basin (TYPICAL). 11. Sheet 8 of 8: Provide 2% cross slope for each roadway prism. 12. Sheet 8 of 8: Detail G: Provide a structure with one manhole (one structure) instead of two (the structures are only 2' apart?). revise. In addition provide section view through storm drain junction including pipe inverts and station and offsets. |
| 10/04/2005 | JBALDER1 | PIA COORDINATOR | OUT TO CUSTOMER | Completed |