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Figure 5: Typical Sections <br />THE <br />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 />13" <br />RTL <br />R/W <br />12" <br />THRU <br />6' <br />WALK <br />12" <br />Lit <br />13" <br />LTL <br />120 <br />4" <br />MEDIAN <br />/ <br />SLINWOOD DRIVE <br />SECTION! A <br />80` <br />13" 12" 13" <br />SUNWOOD DRIVE <br />SECTION B <br />13" <br />THEU <br />12" <br />?TL <br />THRU <br />TWLTL <br />TAW <br />IWALI <br />Fes <br />G' <br />13" <br />ETL <br />W WEAR COURSE <br />(MVWE3503 SB) <br />5' NON —WEAR COURSE <br />(MVNW35035B) <br />6° CLASS 5 <br />AGGREGATE BASE <br />SUBGRAOE <br />R/W <br />1.5" WEAR COURSE <br />(MVWE35035B) <br />rl 5 NON — WEAK COURSE <br />(MVNW3 <br />CLASS 5 <br />AGGREGATE BASE <br />SUBGRAOE <br />R/W <br />City of Ramsey <br />Sunwood Drive <br />L A N D F O R M <br />Project No. RAM11008 <br />Page 7 <br />