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HomeMy WebLinkAboutApplication Files_85051_pg0045 P 10.The proposed rip rap plunge pool in the northern detention basin needs to be made larger, at least 10 ft x 10 feet so the water can slow down and turn west. 11.The deceleration lane on Sullivan Avenue into the Town Hall Driveway needs to be lengthened per the memo from Jim Bubaris dated Feb 8, 2011. This will require the removal of several trees along Sullivan Ave. and abutting properties. 12.Revise and add to Note 44 on sheet GU-1: modify the catch basin with a wall to separate the pipes on the west side of this basin from the pipes on the east side 13.Modify the proposed grades in the existing small detention basin to bury the proposed extension pipe and allow for a flow path back to the inlet pipe between elevation 86 and 86.77. 14.The sidewalk ramp detail needs to be modified to show 15 feet between every preformed expansion joint. Also add a detectable warning strip to this detail per the ADA guidelines. 15.Revise the detail for the Monolithic Concrete Walk to show Class F Concrete. 16.On Sheet DP-1 show the sanitary sewer pipe to be removed back to the existing SMH that is just west of the western property line. Also add a note to rebuild this manhole and invert as necessary to accommodate removal and/or replacement of the pipe and any new flows from the proposed development. 17.Will the existing post and rail fence on the northern side of this property be removed? If so it should be labeled accordingly. 18.Consideration should be given to connecting the sanitary lateral from this building to the existing sewer main in Sullivan Avenue. If this is not feasible, an easement agreement must be developed by the applicant and approved by the Town to allow the sanitary lateral connection to the private manhole on the property at 1744 Ellington Road as currently shown. 19.WPCA review and approval of this site plan is required. Show the developed area so any necessary commercial connection charge can be calculated. Please let me know if there are any questions. 2