Plan Review Detail
Review Status: Completed
Review Details: PIA RESUBMITTAL
Plan Number - T06PI00011
Review Name: PIA RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/01/2006 | Blanca Espino | DOT ENGINEERING | REVIEW | Denied | PIA Plan 1. Please include a response letter with the next submittal that states how all comments have been addressed. Include plans/redlines from previous plan submittal. 2. Sheet 1, Legend area must indicate a symbol for the new pavement area. It must coincide with the proposed paving area. 3. Sheet 1, Legend area, indicate which utilities are existing or proposed. 4. Sheet 1, Section AA, indicate percentage of slope in road area. Varies is not acceptable. Indicate Trim, tack & join location on detail. Correct Section AA to read "19' R/W dedicated by this plat." 5. Sheet 1 & 2, Delineate proposed area, curbs and sidewalks with hatch or shading detail/symbol. 6. Sheet 1, General Notes #30, should indicate the Flood Use Permit number and or reflect the same phrase as per the approved Tentative Plat, General Note 30, Sheet 2 of 2. Correct and revise. Indicate if Flood Use Permit was approved for Missiondale Road widening and or extension. 7. Sheet 2, depict right-of-way boundaries indicating existing and proposed areas, sidewalk, curb. Indicate dimensions/widths. 8. Sheet 2, Indicate proposed flow direction. 9. Sheet 2, Indicate a dimensioned detail for each handicap ramp type. Correct and revise. 10. Sheet 2, Profile, Percentage slope is required between Stations 3+10 and 4+10. 11. Sheet 2, Plan and Profile portion shall show existing grades at both right of way lines and centerline alignment. New grades shall be shown at Top of Curb, Edge of Pavement and Gutter. Correct and revise. 12. Sheet 2, Detail portion shall show existing and proposed manholes, drainage structures, cross-sections, handicap ramps (all types that are proposed), structural details. Details will be dimensioned and identified as Standard Details. 13. Sheet 2, Detail; Section AA shall indicate existing and proposed street slope/grade (s). Indicate amount of AC over ABC to be used and indicate amount of percent compaction. Correct and revise. |
| 05/02/2006 | GARY WITTWER | DOT LANDSCAPE | REVIEW | Approved | |
| 05/03/2006 | LANCE PETERSON | DOT STREET MAINTENANCE | REVIEW | Denied | We have reviewed these plans and have the following comments: 1. Stationing for start and stop of saw cutting has not been added. 2. Manhole at station 04+80 is labeled at station 0+80. 3. Need to adjust the manhole at station 04+80 to the finished pavement grade. No further comments. 5/3/06 |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | COT STREETS DIVISION | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/05/2006 | TAMI HAUSER | ENGINEERING | REVIEW | Needs Review | |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | COT WATER NEW DEVELOPMENT | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/05/2006 | Blanca Espino | CONSTRUCTION ESTIMATE | REVIEW | Needs Review | |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | PC WASTEWATER MGMT | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | QUEST COMMUNICATION | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | TUCSON ELECTRIC POWER CO | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | COX COMMUNICATION | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | SOUTHWEST GAS CORP | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | EL PASO NATURAL GAS | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/05/2006 | TAMI HAUSER | UTILITY CLEARANCES | KINDER MORGAN ENERGY | Denied | PROVIDE UTILITY CLEARANCE LETTERS |
| 05/12/2006 | TAMI HAUSER | PIA COORDINATOR | CUSTOMER CALLED; PLANS @ AMBASSADOR | Completed | |
| 05/12/2006 | TAMI HAUSER | PIA COORDINATOR | OUT TO CUSTOMER | Completed |