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longer a county facility; it is a city street and should be labeled as such. CR 63 east of CSAH 5 is <br />being turned back to the city and will not be a future county road. The same is true for CR 27. A <br />note should be made for the latter segments that they will be future city streets. <br />■ Page 6 -14 — Table 6 -2 Existing and Future Traffic Volumes: The segment for CSAH 5 that is <br />listed as Cty 5 e/o Cty 5 is particularly confusing. It would be easier to understand if written as <br />CSAH 5 e/o CSAH 56. <br />Page 6 -14 — Table 6 -2 Existing and Future Traffic Volumes: As to the forecasts, the county will <br />only comment on those without a river crossing — some of the forecasts appear to be too high and <br />others appear to be too low. Due to changes in socioeconomic data that the city is using, it is <br />logical that numbers will be different. <br />Page 6 -14 - Table 6 -2 Existing and Future Traffic Volumes: The footnotes need to be changed. <br />The first footnote should be removed. The second footnote should remove reference to the <br />Anoka County 2030 Transportation Plan. It can state that it used the Anoka County travel <br />forecast model with changes to socioeconomic data and to the roadway network (roadway <br />changes are only assumed for the river crossing scenario). <br />■ Page 6 -14 — Table 6 -2 Existing and Future Traffic Volumes: The county would suggest adding <br />another volume on US 10/169 between CSAH 56 and CSAH 57 — that will have higher traffic <br />numbers and further bolster the case for needed improvements to US 10. <br />Page 6 -14/15 — Adequacy of Roadway System in Year 2030 — 1 St paragraph: Anoka County <br />would like to see what capacity thresholds are being referenced. The text indicates that the <br />consultant used thresholds accepted by Anoka County, but we have not seen what has been used. <br />The county has commented on several transportation plans prepared by consultants that we <br />disagree with their thresholds. <br />Page 6 -15 — Adequacy of Roadway System in Year 2030 —1 full paragraph: The county agrees <br />that there will be congestion on US 10/ 169, but some of the numbers on the county system do not <br />reflect congested segments. CSAH 56 between US 10 and Alpine Drive —this roadway will be <br />expanded to a four -lane facility between US 10 and CSAH 116 by 2011. That will address <br />congestion in that segment. North of CSAH 116 and Alpine is borderline for congestion based <br />on the county's future forecasts which show approximately 10,000 vehicles just north of CSAH <br />116. CSAH 57 between TH 10 and CSAH 116 is a four -lane facility and can accommodate the <br />projected traffic. CSAH 116 will be widened to a four -lane facility between TH 47 and CSAH <br />57 in 2011. That segment can accommodate the future traffic volumes and will not be congested <br />in 2030. <br />Page 6 -15 —Adequacy of Roadway System in Year 2030 —last paragraph: This paragraph can be <br />removed. <br />■ Page 6 -15 —Roadway System Plan — Recommended Policies —bullet 1: The sentence, "The City <br />recognizes that the Transportation System Plan for Mn/DOT's Metro Division does not include <br />upgrading of either TH 10 or TH 47" is somewhat incorrect. The TSP recognizes the need for <br />improvements on both TH 10 and TH 47, but they are unfunded at this time. Incorporating the <br />