Plan Review Detail
Review Status: Completed
Review Details: PIA SUBMITTAL
Plan Number - T06PI00031
Review Name: PIA SUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | COT STREETS DIVISION | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 05/23/2006 | TAMI HAUSER | ENGINEERING | REVIEW | Needs Review | |
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | COT WATER NEW DEVELOPMENT | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | PC WASTEWATER MGMT | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | QUEST COMMUNICATION | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | TUCSON ELECTRIC POWER CO | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | COX COMMUNICATION | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | SOUTHWEST GAS CORP | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | EL PASO NATURAL GAS | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 05/23/2006 | TAMI HAUSER | UTILITY CLEARANCES | KINDER MORGAN ENERGY | Needs Review | SUBMIT UTILITY CLEARANCE LETTERS. |
| 06/06/2006 | GARY WITTWER | DOT LANDSCAPE | REVIEW | Approved | No Comment |
| 06/06/2006 | 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, Indicate CDRC plan number D05-0031 on cover sheet. See redlines. 3. Sheet 1, Add assigned I-Plan Number, I-2006-031 to all sheets. 4. Sheet 1, Indicate administrative address for project on cover sheet. 5. Sheet 1, Add note to General or Paving Notes: Signage and striping should be coordinated with Traffic Engineering and installed at no expense to the public. Call Traffic Engineering at 791-4259 prior to the installation or removal of striping and signage. 6. Sheet 1, Add note to General or Paving Notes: Engineer of Record must provide written documentation that all utilities within the right of way have been cleared for construction. 7. Sheet 1, Add note to General or Paving Notes: All changes to these plans must be approved by the City of Tucson City Engineer's Permits and Codes Unit, prior to construction. 8. Sheet 1, Add note to General or Paving Notes: The City shall not be held liable for any errors and/or omissions on these plans. Items not meeting City Standards shall be repaired/replaced at no cost to the City. 9. Sheet 1, Add note to General or Paving Notes: All Drainage infrastructures, indicated on the plans, are in accordance to the approved Drainage Report approved by Development Services Department. 10. Sheet 1, Add note to General or Paving Notes: The Engineer of Record shall submit to the City for acceptance any changes to the approved plans prior to construction. Additionally, the Engineer of Record shall certify all changes meeting all applicable standards, codes, and ordinances. 11. Sheet 1, Add note to General or Paving Notes: An excavation permit shall be obtained from the City of Tucson Transportation Department prior to any work within the Public right-of-way. 12. Sheet 1, Add note to General or Paving Notes: A pre-construction field meeting shall be conducted with the City of Tucson Transportation inspector prior to any work within the public right-of-way. 13. Sheet 1, Add note to General or Paving Notes: The extent and type of surface treatments/repairs indicated on the plans may not be all inclusive of the work that is needed. Additional repairs, paving, or replacement may be needed depending on field conditions. 14. Sheet 1, Add note to General or Paving Notes: The Engineer of Record shall field verify that the "saw cut" line is located within competent pavement. Adjustments to the plan shall be documented and As-built; a one foot minimum shall be provided." 15. Sheet 1, Add note to General or Paving Notes: The contractor shall contact and/or coordinate any work with COT Streets & Traffic Maintenance Division, Median Island Maintenance Section (791-5279, ext. 234) prior to disturbing any COT/DOT landscaping or irrigation systems. Additionally, the contractor shall repair or replace any disturbed COT/DOT landscaping or irrigation systems, including replacement of any damaged plants. 16. Sheet 2, Correct Pavement Structural detail as per redlines. 17. Sheet 2, Indicate symbol for existing survey monument(s) in legend. 18. Sheet 2, Remove dashed bold line. See redlines. 19. Sheet 2, Indicate BCR and ECR for curb returns. 20. Sheet 2, Pavement Improvement Note #5, Indicate if existing edge of pavement is to remain or be removed. 21. A profile is required indicating existing and new right-of-way, curbs and utility systems. Show existing grades at both right-of-way lines and centerline alignment. The new grades shall be shown at centerline and both top of curb and gutter, or at edge of pavement if no curb is to be constructed. Indicate elevations, control lines, stationing, percent of grade and all necessary related profiles pertaining to existing sanitary sewers, storm sewers and utilities. 22. A 2% (max) cross slope must be provided across roadway/PAAL at pedestrian crosswalks. 23. All new development shall provide 5-foot wide sidewalks along the entire length of street starting at a minimum of 2-feet from the back of curb. D.S.3-01.2.7.B & D.S.3-01.4.1.A.1.a Correct and revise. 24. A minimum of 2-foot buffer must be provided between top of slope and sidewalk (natural slopes). Slopes greater than 4:1 and deeper that of 2-foot require barricade railing. 25. Terminal curb sections at end of vertical curbs are required. Correct and revise. See redlines. 26. Indicate a dimensioned detail for each type of curb access ramp to be built. Truncated Domes required. 27. It appears that the existing contour lines direct the street runoff into Carmax parking lot through the ingress/egress. The approved Drainage Report does not indicate how the new vertical curb will accept, divert or block the street runoff from its existing state. Demonstrate and justify the impacts for the existing and proposed drainage design. 28. Ingress/egress on the eastside of the parcel is to remain in its existing state. On undivided roadways, access on both sides of the road shall be aligned. T.A.M.G.4.2 29. It is required to set & place new curb at a set dimension from centerline of right-of-way. Correct and revise. 30. Submit a copy of the Soils/Geotechnical Report by Golder Associates Inc., Ref No. 043-1841 Dated April 21, 2005. 31. Based on the approved Mylars, DOT Permits and Codes will conduct a PIA pre-construction meeting with the Developer, Engineer of Record, and Contractor, and issue the approved permit application. Based on the approved permit application, DSD will collect applicable fees (5% of total construction costs) and issue the Excavation Permit to work in the Public right-of-way. |
| 06/15/2006 | LANCE PETERSON | DOT STREET MAINTENANCE | REVIEW | Approved | We have reviewed these plans and have no comments. 6/15/06 |
| 07/03/2006 | TAMI HAUSER | PIA COORDINATOR | CUSTOMER CALLED | Completed | |
| 07/03/2006 | DALE KELCH | DOT TRAFFIC | REVIEW | Approved | |
| 07/03/2006 | TAMI HAUSER | PIA COORDINATOR | OUT TO CUSTOMER | Completed |