2003-143 Council Resolution - Laserfiche WebLink

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Birch Street Commercial Review Page 5 July 24, 2003 City of Lino Lakes, Minnesota • 6. All trenches (including services) shall be backfilled and compacted and meet 100% maximum Standard Proctor Density in the upper 3 -feet from finished road elevation, and 95% maximum Standard Proctor Density below the upper 3 -feet. Watermain The following comments, specific to watermain are provided as follows: 1. The site area is surrounded by existing watermain pipe as follows: 16 -inch (Birch Street), 12 -inch (Hodgson Road), and 8 -inch (Ware Road). The proposed Plan provides for the installation of 8 -inch main throughout the site, and connecting to all three of the above existing mains. The proposed Water Distribution Plan for the site is therefore acceptable. All proposed main sizes (8 -inch) and types (D.I.P. CL 52), shall be labeled on the Plan accordingly. Construction activity and restoration of property and roadways shall be performed in accordance with the requirements of Anoka County. 2. Watermain appurtenances must be specified as follows: Hydrants - Waterous Pacer WB -67; Valves - Mueller A2370-20 or equal; Corp Stop - Mueller H-15000; Curb Stop and Curb Box - Mueller 11- • 15154 Mark 2 Oraseal and Mueller H-1300 w/Mpls. Top. DIP pipe shall be Class 52. 3. The Developer shall provide to the City of Lino Lakes a copy of the completed Minnesota Department of Health (MDH) Permit for watermain installation. • 4. All watermain shall be tested, disinfected approved per the requirements of the City of Engineers Association of Minnesota Standard Specifications and Minnesota Department of Health prior to acceptance by the City. Sanitary Sewer The following comments, specific to watermain are provided as follows: 1. 8 -inch diameter sanitary sewer is shown as extending into the site from two locations: From an existing manhole north of Birch Street on Ware Road (Spirit Hills), and from Ware Road near the south end of the property. 2. The majority of the site would be serviced from the Spirit Hills connection. Per the City's Comprehensive Sewer Plan, the Spirit Hills connection point was recommended to be extended westerly down Birch Road to Hodgson, and south on Hodgson Road to extend to a point located south of the proposed development to service properties along Hodgson Road and to the south in the future. Upon review, the sewer extension as proposed will accomplish the same purpose provided the following revisions are made: