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02-16-1993 Planning Packet
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02-16-1993 Planning Packet
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10/25/2023 2:54:39 PM
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• <br />Jeanne A. Mabusth <br />February 4, 1993 <br />Page 2 <br />was constructed. This piece was obtained from a section which broke <br />up during the McNellis construction. If you were to strike the piece with <br />a hammer, it would disintegrate. If vou were to perform the same test <br />on regular asphalt, the piece would remain intact. The sample, as you <br />can see, is made up of multiple coats of oil and pea rock and has very <br />little strength. The depth of the roadbed is from 1/2" to 1 1/2" thick. <br />2. Although the entire driveway was constructed by multiple oilings over a <br />gravel roadbed, Parts A and B differ in condition. Part B of the driveway <br />is on a steep incline and drains water. In addition. Part B is slanted to a <br />concrete gutter that further drains the rain water and melting snow . <br />Because water never sits on this section of the driveway, and because of <br />the underlying soil conditions. Part B is n good condition. However, <br />because of the steep incline in Part B, during the winter storms, many <br />vehicles that are not 4-wheel-drive have become stuck. The problem <br />area starts at the curve where the city has proposed a cui-de-sac and <br />extends up the hill. Several times I have had to abandon my car at the <br />curve. I have been able to back my car into the driveway that connects <br />the Carpenter property to the subject driveway. This area is currently <br />adequate for parking one stuck vehicle, getting the vehicle out of the <br />way so that the driveway can stay open to other traffic and the <br />snowplows. <br />Part A of the driveway is too narrow for cars to pass each other without <br />one going off the driveway. (The driveway widens at Part B to an <br />adequate width.) In addition. Part A runs between a hill on one side and <br />a wetland area on the other side. When this section of the driveway <br />was constructed, drains were strategically placed under the driveway, <br />allowing the massive water runoff from the hill to run under the driveway <br />to the wetland area. The driveway has sunk over the years and the <br />drains have become buried causing water to sit on this section of the <br />driveway. The south side of the driveway has a berm that was caused <br />by dirt washing down the hill over the years. This berm acts as a dam to <br />further hold the water on the driveway. When this section of the <br />driveway is wet, the roadbed becomes soft and breaks up easily under <br />the pressure of construction vehicles. <br />4. Another home Increases the potential need for emergency vehicle <br />access. For this additional reason, the width and condition of Part A of
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