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Plan Number: T16PI00026
Parcel: Unknown

Review Status: Completed

Review Details: PIA - SUBMITTAL

Plan Number - T16PI00026
Review Name: PIA - SUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/06/2017 CSALTZM1 DOT ENGINEERING REVIEW Reqs Change 1) Prior to next submittal, please set up a meeting with Craig Saltzman (857-6621) and Steve Tineo to discuss review comments.
2) Sht. 1 of 5: Add PI No. T16PI00016 under the title of the project (top center of sheet).
3) Sht. 1 thru 5: Add Plan No. U-2016-018 to all title blocks.
4) Sht. 1 of 5: Location Map - remove all unnecessary information which does not help a contractor find the job site. Add name of street the project is located on.
5) Sht. 1 of 5: Project Map - remove all unnecessary information which does not represent a simple overview of the work to be constructed and the sheet number of where to find more detail.
6) No code retention, detention or water harvesting within City of Tucson right-a-way.
7) Need profiles of all new storm sewers including the HGL.
8) Sht. 3 of 5: New 18" RCP shown between STA. 16+36.77 Lt. 59.21 and STA. 16+98.32 Lt. 41.06, relocate 18" RCP out of private property.
9) Sht. 3 of 5: Both SD MH's 2 and 3 show the junctions of the pipes entering and departing at an angle of 90 degrees. Per the City of Tucson Std. Manual for Drainage Design and Flood Plain Management in Tucson, Az ; " The angle in direction of flow between pipes at junctions should be less than 90 degrees to prevent excessive turbulence and head loss."
10) Sht. 3 of 5: MH 4 is shown in both private property and in public right-a-way. Either dedicate R/W or move the City SD MH 4 within the public right-a-way.
11) Sht. 3 of 5: Verify the New ADA access ramps meet the new PROWAG (Public Right-a-Way Access Guidelines) technical standard.
12) Sht. 4 of 5: STA. 11+38.46 Lt. 47.26 12" storm drain pipe shown from CB 3 to the property line. The minimum pipe size for pipe in the public right-a-way is 18" RCP.
13) Sht. 4 of 5: From CB 2 at STA. 10+66.47 Lt. 45.72 to CB 5 at STA. 12+51.77 Lt. 49.48 the slope is shown is 0.20%. The slope shown is the minimum slope, from a maintenance stand point the City would prefer a slope of 0.30%.
14) Sht. 3 and 4 of 5: Show BM's for the construction.
01/09/2017 GARY WITTWER DOT LANDSCAPE REVIEW Approved
01/12/2017 LPETERS2 DOT PERMITS & CODES REVIEW Approved
01/13/2017 LINZUNZA PIA COORDINATOR CUSTOMER CALLED; PLANS @ AMBASSSADOR Completed
01/13/2017 LINZUNZA PIA COORDINATOR OUT TO CUSTOMER Completed
12/13/2016 JIM FEMLING DOT STREET MAINTENANCE REVIEW Approved
12/13/2016 LINZUNZA UTILITY CLEARANCES COT STREETS DIVISION Denied
12/13/2016 LINZUNZA UTILITY CLEARANCES COT WATER NEW DEVELOPMENT Denied
12/13/2016 LINZUNZA UTILITY CLEARANCES PC WASTEWATER MGMT Denied
12/13/2016 LINZUNZA UTILITY CLEARANCES QUEST COMMUNICATION Denied
12/13/2016 LINZUNZA UTILITY CLEARANCES TUCSON ELECTRIC POWER CO Denied
12/13/2016 LINZUNZA UTILITY CLEARANCES COX COMMUNICATION Denied
12/13/2016 LINZUNZA UTILITY CLEARANCES SOUTHWEST GAS CORP Denied
12/13/2016 LINZUNZA UTILITY CLEARANCES EL PASO NATURAL GAS Denied
12/13/2016 LINZUNZA UTILITY CLEARANCES KINDER MORGAN ENERGY Denied
12/16/2016 ZELIN CANCHOLA DOT TRAFFIC REVIEW Approved
12/20/2016 ERNIE ENCINAS DOT_ELEC REVIEW Approved