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Plan Review Detail

Plan Number: T12PI00014
Parcel: Unknown

Address:
6219 S SEARS BL

Review Status: Completed

Review Details: PIA - SUBMITTAL

Plan Number - T12PI00014
Review Name: PIA - SUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
11/15/2012 BESPINO1 UTILITY CLEARANCES COT STREETS DIVISION Approved
11/15/2012 BESPINO1 UTILITY CLEARANCES COT WATER NEW DEVELOPMENT Approved
11/15/2012 BESPINO1 UTILITY CLEARANCES PC WASTEWATER MGMT Approved
11/15/2012 BESPINO1 UTILITY CLEARANCES QUEST COMMUNICATION Approved
11/15/2012 BESPINO1 UTILITY CLEARANCES TUCSON ELECTRIC POWER CO Approved
11/15/2012 BESPINO1 UTILITY CLEARANCES COX COMMUNICATION Approved
11/15/2012 BESPINO1 UTILITY CLEARANCES SOUTHWEST GAS CORP Approved
11/15/2012 BESPINO1 UTILITY CLEARANCES EL PASO NATURAL GAS Approved
11/15/2012 BESPINO1 UTILITY CLEARANCES KINDER MORGAN ENERGY Approved
11/21/2012 JOSE ORTIZ DOT TRAFFIC REVIEW Approv-Cond ACTIVITY NUMBER: T12PI00014
PROJECT NAME: SEARS Blvd: Bilby to Valencia
PROJECT REVIEWER: Matthew Geweke, Traffic Eng Tech

Conditional Acceptance:
Traffic Engineering recommends conditional approval of the PIA Plan; therefore a revised PIA Plan is not necessarily required for re-submittal but the following items must be revised or added to the plan. Just an email response with an exchange of PDF's is acceptable in lieu of a re-submittal.

1. See redlines on the submitted drawings and address the additional redline comments on Sht. 13

2 See Traffic Eng note attached to the accompanying cover letter.

If you have any questions, I can be reached at 791-4259 x76665 or email Matthew.Geweke@tucsonaz.gov
11/28/2012 GARY WITTWER DOT LANDSCAPE REVIEW Denied There appears to be some vegetation along the existing roadway. Please address the Native Plant Preservation Ordinace. Let me know if you have questions.

Will the median island at the school be concrete? Will it be planted. We do not want an area that we have to maintain.
12/13/2012 RICHARD LEIGH DOT ENGINEERING REVIEW Denied December, 12, 2012

SUBJECT: Sears Blvd., Bilby Rd to Valencia Rd. Roadway Reconstruction, Public Improvements, PIA T12PI0014

PROJECT REVIEWER: David Wostenberg/Richard Leigh, DOT, Permits and Codes Section

RESUBMITTAL REQUIRED: Permits and Codes Section has reviewed the PIA Plan and does not recommend approval of the PIA Plan at this time. The following comments need to be addressed in the next submittal.

1. Include the plan number "I-2012-012" in the title block of each sheet.

2. Include Development Services Department PIA activity number "T12PI00014"on cover sheet.

3. Address all redline comments including plan numbers.

4. Add note to general notes for the Design Speed and Posted Speed and Design Vehicle.

5. Provide an 8' wide graded shoulder with a ith a cross slope no greater than 2%.

6. Verify Existing and Proposed Manhole Elevations, as some do not appear to coincide with profiles (See Redlines).

7. Make sure valves or manholes are not located in curb line (vertical or header).

8. All longitudinal grades must be a minimum of +/- 0.50% See Dev. Std. 3-01.4.5.

9. All cross slopes shall be +/- 2.0% unless otherwise approved. See Dev. Std. 3-01.4.5.

10. All cross slopes shall be constant in conformance with the Typical Sections and the roadway shall not vary to match existing driveways. Driveways shall be rebuilt to match the new roadway to ensure a smooth rideable surface.

11. Provide vertical curves when the algebraic difference between the incoming and outgoing roadway grade is greater than 1 %. The minimum permitted length of a vertical curve is 100 feet. see Dev. Std. 3-01.5.B

12. Make sure all callouts in the profile are in their correct locations (See redline on sheet 4).

13. Floor slopes of all new catch basins shall be a minimum of 5.0% unless otherwise approved by TDOT Engineering.

14. Sheet 9 Proposed Elevations on Sears Bl. at Bilby Rd. appear to show a sag curve with a low point south of the existing catch basin. Please revise plans and limits of construction to ensure low points are at the catch basin.

Refer to redline plans for additional comments and comment details.

If you have any questions, I can be reached at 837-6647 or Richard.Leigh@tucsonaz.gov
12/14/2012 RICHARD LEIGH PIA COORDINATOR CUSTOMER CALLED; PLANS @ AMBASSSADOR Completed
12/14/2012 LANCE PETERSON DOT STREET MAINTENANCE REVIEW Approv-Cond I have reviewed this proposed plan and approve it conditionally. I have a concern with drainage. There are several sections that convey runoff to the shoulder. What is the plan to convey this runoff and prevent erosion?

Lance Peterson, P.E.
Streets and Traffic Maintenance
837-6777
12/14/2012 RICHARD LEIGH PIA COORDINATOR OUT TO CUSTOMER Completed