12.01 - Trailside Estates - Laserfiche WebLink

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connections and is approximately 18' below the surface it was decided to not excavate and replace this pipe at this time. The possible problem shall be noted on the record drawing and the pipe shall be considered for possible replacement or repair when any future connection is made to manhole 8. Item 3—Constructing ditching around the northwest cul-de-sac It is acceptable to leave this area as presently constructed. Please note that as driveways are constructed, care shall be taken so that run-off does not pond against the edge of the pavement and create future erosion problems. Item 4—Construct by-pass lane on County Road#112 1. All power poles adjacent to the bypass lane need to be re-located to the right-of-way. 2. The by-pass lane has been striped. 3. A roadside ditch,while shallow, needs to be constructed along the bypass lane, as well as the ditch north of the bypass lane needs to be stabilized and turf established. 4. These items will be considered complete upon the approval of the Crow Wing County Highway Department. Estimated value of remaining work=$1,000 Item 5—Remove and replace cracked concrete curb and Butter sections as noted The cracks in the concrete curb and gutter have been filled with the Sealtight Futura— 15. The City of Pequot Lakes will monitor these areas next spring to see how they perform after going through the freeze/thaw cycle. Estimated value of remaining work=$1,500 Item 6—Remove and replace concrete curb and gutter north of CB -4 to provide positive drainage to the catch basin It was agreed that Car-Col will remove the concrete curb and gutter north and south of CB—4 and replace such that there is positive drainage. Car-Col will also remove and replace concrete curb and gutter south of CB—3 such that there is positive drainage to the catch basin. Estimated value of remaining work=$1,500 Item 8-Insta1115" GS apron and remove sediment from sump area (Trailside Loop Sta 0+28) It is acceptable to not require installation of the GS apron in lieu of the rip-rap apron that was installed. Item 11 —Construct rip-rap channel at station 10+00 left We requested that the area adjacent to Trailside Road east of the spillway be re-graded such that the shoulder slopes away from the bituminous. It was agreed to leave this area as graded until turf is established on the retention pond slopes adjacent to the roadway. Upon those slopes being stabilized the shoulder area will be re-graded to promote drainage off the bituminous and this area will be seeded or sod placed. Estimated value of remaining work=$500