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Permit Number: T12CM03718
Parcel: 134090220

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T12CM03718
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/20/2012 STEVE SHIELDS ZONING REVIEW Denied PDSD TRANSMITTAL

FROM: Steve Shields
Lead Planner

PROJECT: QT #1476 - 8530 E. Broadway Blvd.
T12CM03721, T12CM03718 & T12BU00792
Building Plan (3rd Review)

TRANSMITTAL DATE: September 20 2012

1. The building plan has been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed.

2. Zoning can not approve the building plan until the development package has been approved.

3. Zoning will re-review the building plan on the next submittal to insure compliance with the approved development package. Additional comments may be forthcoming.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956
09/25/2012 RONALD BROWN BUILDING-COMMERCIAL REVIEW Approved
10/02/2012 GERRY KOZIOL WWM REVIEW Denied 3: NEED WASTWATER IWC REVIEW & APPROVAL OF GREASE INTERCEPTOR - TOM TOMCHAK 724-6200- 3035 W EL CAMINO DEL CERRO
4: CONNECTION TO NEW 2" WATER METER - NEEDS TO SUBMIT INFORMATION FOR UPSIZING OR RELOCATION OF EXISTING WATER METERS FOR CREDIT IF APPLICABLE
10/03/2012 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Comment not addressed; third request. Whether the civil engineer or the plumbing engineer shows the installation of the backwater valve in inconsequential but the installation of a backwater valve will require the plumbing engineer to provide a vent from downstream of the backwater valve to comply with the requirements of Section 904.1, UPC. [Original comment: The rim elevation of the next upstream sanitary manhole (2655.18') is higher than the first floor elevation (2653.50'). Provide a backwater valve per Section 710.1, UPC 2006, as amended by the City of Tucson.]
2. Comment not resolved; third request. The size of the vent for the gravity grease interceptor was not an issue; see the previous comment. [Original comment: Provide vent piping of sufficient size to comply with Section 904.1, UPC 2006. Vents located upstream from pumps, ejectors, backwater valves, or other devices that obstruct the free flow of gases between the building sewer and the outside atmosphere shall not be used for meeting the required cross-sectional vent area.]
3. Comment not addressed; third request. [Original comment: Revise the orientation of the storm drain cleanouts located at the northeast, northwest, southwest, and southeast corners of the building (e.g. see sheet C120) so that they open to allow cleaning in the direction of flow. Reference: Sections719.4 and 1101.12.1, UPC 2006.]