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THE CORPORATION OF THE
CITY OF PORT COQUITLAM

JE. Yip, P.Eing.
Deputy Engineer

Andrew de Boer
Project Engineer

DATE:  Novernber 12, 1992

As requested, the following provides answers to the questions raised by Council at the meeting of
November 2, 1992:

1) There are no road flooding problems on Wilson Avenue. There have be incidents of localized
ponding in front of Orchard Valley Estates on Wilson, but the problem was fixed with the
installation, of catch basins in front of the apartment building,

2) Wilson Avenue would eventually be brought up to an arterial standard with the construction of
the Wilson Connector in approximately 10 years time. The upgrade of Wilson Avenue to
arterial status would require widening of the road to 14 mi on the 20 m right-of-way, the
installation of sidewalks on both sides and street lighting. The existing ditches would also bs
removed and replaced with a storm sewer system. The road alignment would not change, but
the road would be raised west of 2446 Wilson where the grade appears to be low.

3) Typically condition 4 roads have a higher priority for mill and overlay than condition 5, This is
because condition 5 roads are too far gone to effectively mill and overlay. It is typically more
cost effective to comrpletely reconstruct a condition 5 road especially if it is heavily trafficked.

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Andrew de Boer
Project Engineer

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