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Location Diagram in the Appendix of Braun's report, attached in Appendix C. Braun <br />recommends completing a 6-8 inch deep reclamation of the existing bituminous <br />pavement. Placing 6 inches of aggregate base class 5 or reclaim material, and 3.5 inches <br />of bituminous pavement. City staff is in close agreement and proposes completing a full - <br />depth reclamation process of the existing pavement, placing 4-inches of aggregate base <br />class 5 or reclaim material, and 3.5-inches of new bituminous pavement. The proposed <br />improvements should have a service life of approximately 60 years, assuming <br />maintenance such as overlays, crack sealing and seal coating is routinely performed. <br />4.1.4 Other Considerations <br />Driveways: <br />Existing driveway aprons may need to be reconstructed to varying degrees. The limits of <br />construction will vary with each driveway apron based on the elevation of the street <br />abutting the driveway and the driveway pavement type. During design, staff will evaluate <br />the construction limits for each driveway and will incorporate this into the plans, but as <br />with all street reconstruction projects, the exact limits of construction will be determined <br />in the field during construction. Right -of -entry forms will be obtained from private <br />property owners where work is required outside City right-of-ways and easements. <br />Irrigation Systems: <br />Developed properties along the project corridor may have private irrigation systems. <br />Staff will notify property owners of pending construction as far in advance as practical to <br />allow them time to move their irrigation systems out of harm's way before work begins. <br />Parking Restrictions: <br />Parking is currently provided along both sides of the streets and is not currently restricted <br />except for overnight parking per City code. During this project, parking will be restricted <br />during allowable working hours. <br />Pavement Corings: <br />Existing pavement thicknesses have been found to be inconsistent throughout the City. It <br />is now standard practice to have City staff on -site during pavement installation to insure <br />the proper quantities are being placed. As further conformation, staff is proposing to <br />have pavement corings taken at the conclusion of all reconstruction projects. This is <br />already a requirement on all State Aid projects, and will leave more data on the pavement <br />section for future street maintenance projects. <br />4.2 Stormwater Treatment <br />No stormwater retention and/or treatment improvements will be required as a result of this <br />project. <br />4.3 Water Main Improvements <br />No watermain improvements are proposed with this project. <br />Feasibility Report <br />The North Forty Reconstructions <br />City of Ramsey Project No. 18-01 <br />Page 9 <br />