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Mr.Mike Gaffron Re:Orono Villas <br /> � Page 3 13 November 2006 <br /> Our disagreement is due fo the large volume of stagnant water that will remain in this <br /> por�ion of the line, since it will only have one residentia!service. <br /> � . • Valves should be placed along the proposed watermain at the following � <br /> � �- .Iocations: at the connection to the existing watermain, and near the lot line between . . <br /> � �� . � � : Lots 5 and 6. . <br /> � . . . Gate valves have been added.fo the wafermain at the connection fo the exisfing � <br /> � � � watermain and near the lof line between Lots 5 and 6, see sheet C4.1. . <br /> �• The plans should identify fhe method of instaliation of#he 4" forcemain between � <br /> � � the fift station and the proposed connection to the north of the site. <br /> � . . ` Notes have been added to the plan. The forcemain wil!be direcfiona!drilled under fhe <br /> .� Luce Line Trail and connect fo the manhole in the park adjacent to Glenmoore Lane. <br /> The remainder of the line will be installed via open cut. . <br /> � • Ownership of the exisfiing and proposed watermain shall be negotiated between <br /> � the appficant and the City of Long Lake. The City of Orono will not be responsible <br /> for ownership or maintenance of this utility. <br /> . A note has been added fo the plans fhat all utilities will be privately owned, see sheet <br /> C4.9. . <br /> �• The proposed sanitary sewer forcemain crosses underneath the Luce Line Trail to <br /> the north of the site. Plans should be submitted to the DNR for review and . <br /> approval for this work. � . � <br /> P/ans will be submiffed to the DNR for review and approvaL � <br />� Streets <br /> • A geotechnica( report, R-value recommendation, and pavement design should � <br /> be submitted for review and approval. <br /> � See the aftached geotechnical reporf with R-value and pavement design. � <br /> � v The driveway access should be regraded such that a 50' landing area with a slope <br /> of no greater than 2°/a is provided at the access from Highway 12. <br /> The private drive has been revised with a 50'landing area af the access from Highway � . <br /> �2 with a 2% slope, see sheet C3.9. � <br /> � � • City code requires that all private streets that serve more than seven units be pavetl <br /> to a minimum width of 28'. The proposed driveway width of 20' does not meet <br /> . � � this standard. City staff and Council should review the implications of the proposed <br /> narrower street. � <br /> � We are trying fo minimize the impact to the site by proposing narrower roads. A 20' � <br /> _ wide road is wide enough for two vehicles to meet. <br /> • . Plans should be submitted to MnDOT for review and approvaf. <br /> Plans will be submitted to MnDOT for review and approval. <br /> � 100 NORTH SIXTH STREET SUITE EOOC MINNEAPOUS, MN 55403 . <br /> OFFICE: 612.252.9070 FAX:012.252.9�J77 www.land�orm.net <br />