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<br />1' <br /> <br />~-RECLAIM TO A DEPTH OF 6" <br />1.5" WEARING COURSE MIXTURE (MVWE350356) <br />2" NON WEARING COURSE MIXTURE (LVNW35030B) <br />4" THICK BY 5' WIDE <br />CONCRETE SIDEWALK <br />(6" THICK IN <br />DRIVEWAY AREAS) <br />ROW <br />INTEGRAL <br />BITUMINOUS <br />BERM <br />PROPOSED STREET SECTION <br />BITUMINOUS EDGE/BERM (NO CONCRETE CURB) <br />NO BITUMINOUS EDGE/BERM (NO CONCRETE CURB) <br />>W ~ RO <br />50' <br />LIGHT <br />POLE <br />6' 2' <br />0.67' <br />2.009, I 2.00% <br />1 r-- 2.00% 2.00 _y 1 I I <br />4" GRANULAR BEDDING <br />(INCIDENTAL) SOD <br />LRECLAIM TO A DEPTH OF 6" <br />1.5" WEARING COURSE MIXTURE (MVWE350356) <br />2" NON WEARING COURSE MIXTURE (LVNW350308) <br />PROPOSED STREET SECTION <br />EXISTING CONCRETE CURB AND GUTTER <br /> <br />r <br />CITY OF ELK RIVER <br />NORFOLK-MORTON-LOWELL- <br />KING NEIGHRORFI00® AREA <br />EXHIBIT 5 <br />PROPOSED STREET SECTION <br />~ SOD <br />6618 CONCRETE <br />CURB & GUTTER <br />