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A grading and paving plan showing all necessary spot grades and dintehsions needed to construction the <br /> Pt'oject will be provided in the Definitive Subdivision Plan. <br /> i. Wastewater system inverts,manhole grades,pipe lengths and utility crossings. <br /> Provided in the Definitive Subdivision Plant. <br /> J. Watermain Site. <br /> Provided in the Definitive Subdivision Plan. <br /> C. Sheet SK-31 <br /> l. Profile Plan shows no existing and proposed grades for the road centerline. <br /> Complete roadway p°ofnles will be provided for roadway construction in the Definitive.Subdivision Plan. <br /> 2. The existing grade.at Route.130 is not shown. <br /> Route 130 grades are shown.ore the Plans. . <br /> 3. Profile details <br /> Details required to.build Lettie Lane will be provided in the Definitive Subdivision Plan. <br /> 4.. Roadway grade waiver <br /> All roadway grades shown on the Plans are in conformance with. the Maslrpee Zoning Bylaw with the <br /> r-equired landing grades oft%for the frrstfortyfeet and'4%f9r the next thirtyfeet..Xo grade waiver-is <br /> required.. <br /> IV. Further Comments <br /> A. Drainage design and snow removal. <br /> Drainage design concerns were discussed at our kfeeting*with Mr. Rowley on February 27, 2004.. HW <br /> believes that we haveaddressed all'ofMr. Rowley's-concerns ill regards to;drainage by leans of this <br /> response letter-,,additional calculations, the,revised drainage ndr-r-ative, antd the revised Plans. <br /> B. Catchbasin interval requirements in accordance with Town Rules &Regulations. <br /> Catchbasin intervals are in conformance with the Towns R&R's.(see Site Plan). <br /> C. Recommend including frozen ground condition leaching pits in bioretention facilities. <br /> Corizplered as requested,'see sheet 5 of the Plant. <br /> Response Letter Hoisley.Witten Group <br /> Main Street Village(Lettie Lane)Mashpee,MA . 7 March 5, 2004 <br /> Horsley Witten Group <br /> calVirl:::t1i'�?i'cf <br />