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Existing Sunwood Drive is a hard edged urban section with on street parking, sidewalks <br />adjacent to the curb and store fronts adjacent to the sidewalk. As outlined in The COR <br />Development Plan 5.03, the beginning of the Sunwood realignment marks the transition <br />from hard edged urban to more suburban configurations with off street parking. The <br />roadway sections proposed for the Sunwood realignment reflect that transition. The <br />proposed sections are shown in Figure 5. The traffic volumes on the north/south section <br />of Sunwood Drive are projected to be approximately 10,000 vehicles per day and a two <br />lane roadway with a two way center left turn center lane is proposed. This section will <br />provide an allowance for approximately 50% more capacity beyond the current ultimate <br />projections. The projected traffic volumes on the section of Sunwood Drive between the <br />roundabout and Armstrong Boulevard are approaching 20,000 vehicles per day and a <br />four lane roadway section with right and left turn lanes is proposed. <br />Figure 5: Typical Sections <br />R/W <br />City of Ramsey <br />Sunwood Drive <br />/W <br />120' <br />4' <br />12' 12' 13' MEDIAN <br />13" <br />b 4 (u 4 L 3' S' 3" <br />2TL 9 TH2U 14 <br />4T4 4TL ` 7 MR L) ` RTL 2TL <br />T+. <br />- 71 <br />r <br />t <br />R/W <br />L <br />1 <br />6, <br />WALK' <br />13' <br />THRU <br />SUNUJOOD DRIVE <br />SECTION A <br />80' <br />2' <br />TWLTL <br />3' <br />THRU <br />_ <br />IWA61.1 <br />1.5" WEAR COURSE <br />(MVWE35O356) <br />5' NON —WEAR COURSE <br />(MVNW350355) <br />6" CLASS 5 <br />AGGREGATE BASE <br />SUBGRADE <br />2/W <br />SU � CT ON B E 'a `(11350358)SE <br />5 NON —WEAR COURSE <br />i (MV10W30356) <br />6" CLASS 5 <br />'C AGGREGATE BASE <br />L A NDF ORM <br />SUBGRA0E <br />2' <br />Project No. RAM11008 <br />Page 7 <br />