Plan Review Detail
Review Status: Approved
Review Details: TWPE 90% DESIGN REVIEW v.1
Plan Number - TW-PLAN-0326-0017
Review Name: TWPE 90% DESIGN REVIEW v.1
Review Status: Approved
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| TWPE Civil Engineers (CE) | APPROVED | ||||
| TWPE Deputy Director - Authorization | APPROVED | ||||
| TWPE Operations | APPROVED | ||||
| TWPE Security | APPROVED | ||||
| TWPE Senior Engineering Associates (SEA) | APPROVED | ||||
| TWPE System Controls | APPROVED | Please see 90% review notes attached. | |||
| Site Engineering Standard | REVIEW COMPLETED | 1. For the proposed concrete dumpster pad please provide the following per TSM 8-01: a. Waste stream calculations for the site including the proposed size of trash bins to be used and frequency of pickup (TSM 8-01.4.B). b. Provide a trash enclosure for any proposed trash bins (TSM 8-01.5.1.B). c. Show the trash service vehicle maneuverability onsite (TSM 8-01.5.3.E). d. Show the 14x40 clear space in front of the trash enclosure (TSM 8-01.5.3.A). 2. Provide a pedestrian circulation path to the trash enclosure per TSM 7-01.3.3.B. Stephen Blood (520) 837-4958 Stephen.blood@tucsonaz.gov |
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| TWPE Engineering Manager - Authorization | REVIEW COMPLETED | TW-PLAN-0325-0017 AWP Demo 1) Sheet 1: replace existing pn with “TW-PLAN-0326-0017” typ all sheets 2) Sheet 1: update contact information 3) Sheet 1: change “PLANNING AND ENGINEERING ADMINISTRATOR” to “CHIEF ENGINEER” 4) Sheet 21: Are the flow values stated in the top right chart accurate? 2000 GPM minimum? 5) Sheet 35: Keynote 18 as needed, replace the vertical curb shown with a series of curb cuts to be header curb 6) Sheet 64: Contractor should evaluate if full depth demo is the most effective method of bringing the equipment pads to match floor elevations. Other options, such as a partial depth demo and filling back with concrete may exist. As-builts show equip pads to be 12" thick with reinforcement 7) Sheet 65: Why fill small portion of existing remaining trench with concrete? |
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| TWPE GSI Green Stormwater Infrastructure | REVIEW COMPLETED | Approved - no new comments | |||
| TWPE Instrumentation | REVIEW COMPLETED | Reviewed | |||
| TWPE Maintenance | REVIEW COMPLETED | ||||
| TWPE Resource Planning | REVIEW COMPLETED | In the Basis of Design Report, Section 2.4 has the overflow and waste stream diluted with effluent then directed to the chlorine contact basin. If we move ahead with discharge to the sanitary sewer, the paragraph will need revised. | |||
| TWPE Senior Engineering Associates (SEA) | REVIEW COMPLETED | no comments | |||
| TWPE System Planning | REVIEW COMPLETED | Most comments were addressed in meeting. A couple of bluebeam markups. | |||
| TWPE Water Quality Lab | REVIEW COMPLETED |