1-11-2019Q&A.pdf
PDF 56 KB Posted
- Attached to
- OR DOT 35(1), Highway 35 Safety Improvements at Meadows Creek & Mt Hood Meadows Ski Area
- Solicitation number
- DTFH7017B00031
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Other files
| File | Type | Posted |
|---|---|---|
| Bid_Opening_Summary.pdf | ||
| 2-25-2019Q&A.pdf | ||
| A001.pdf | ||
| Plan_Request_Form_Hwy_35.pdf | ||
| Physical_Data.zip | ZIP file | |
| IFB_Meadows.pdf | ||
| Plan_Sheets.pdf | ||
| OR_35(1)_Preliminary-Letter.pdf | ||
| OR_DOT_35(1)_Highway_35_Safety_Improvements_at_Meadows_Creek_&_Mt_Hood_Meadows_Ski_Area.pdf | ||
| PROJECT_DESCRIPTION.pdf |
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Text version
Project No. OR DOT 35(1) Highway 35 Safety Improvements at Meadow Creek & Mt Hood Meadows Ski Area
# General Technical Question Answer Date
1 X Is the highway poles and lighting going to be part of this project?
Highway poles and lighting are not part of the project.
1/4/19
2 X
I would like to clarify that slope reinforcement/shoring (such as soil nail walls) will be required only for the excavation to install culverts at the Meadows Creek (OR35) and Teacup Lake Rd locations. Will slope reinforcement/shoring be required for any other work in this area?
The temporary support structures are provided for the excavation to install the reinforced box culvert under OR35 as well as along the temporary widening constructed in Stage I. The temporary support structures along the temporary widening are required to prevent fill within the existing Meadows Creek to allow staged construction outside the in‐water work period. See sheets H.3 and H.5.
1/10/19
3 X
On Sheet G.9, the Watertight Box Joint Section Detail displays a shiplap style of joint, with a mastic rope and a foam gasket. This is not typical, nor really recommend for a staggered split culvert application. Historically, in between section lengths, we use a male/female keyway, and apply the use of a butyl tape. Would this suffice?
Bid according to the contract. Requests for change will be evaluated after contract award.
1/11/19
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