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<br />Jim March <br /> <br />om: <br />nt: <br />To: <br />Cc: <br />Subject: <br /> <br />Peterson, Tom W [tpeterson@bonestroo.com] <br />Thursday, January 11, 2001 12:09 PM <br />'sfussel/@metrols.com' <br />'jmarch@centervillemn.com' <br />Centerville- Lloyd Qrilling Project <br /> <br />Some comments on the Site Plan at the ~.t"}:I2""l"al:L:... <br /> <br />* The sewer service connection by Main Street is about 19' deep. The <br />contractor will need to use bracing to protect the street. Also, the main <br />line pipe is 15" Rep. <br />* The new water service should be PVC pipe, not DIP. Also, you are <br />connecting to a 12" PVC, not an 8". <br />* There are two old house services to this site, where the homes used <br />to be. These lines (assume copper water and 4" PVC) should be bulkheaded at <br />the main line pipe. <br />* The ditch along Main Street on the west side will need to be <br />realigned slightly to the south, to make room for the new bituminous trail. <br />Therefore, the flared end section should be relocated south about 5 feet. <br />* The new catch basin at the southwest corner should outlet into the <br />ditch, directly south of the CE. This will provide some treatment of the <br />water from the strip mall parking lot. <br />* An 8' wide trail should be located along the south side of the <br />parking lot, from Peterson Trail to Shad Avenue. <br />* Proposed earthen berms along the north property lines will cause <br />some problems with drainage. Water is generally flowing from north to <br />~outh, so you will need to provide culverts, swales, catch basins, etc. to <br />ck up runoff. <br /> <br />When these comments and others are incorporated in the new plans (site, <br />landscape, grading), please send me copies for review. Thanks. <br /> <br />1 <br />