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complete next week. <br /> Paul spoke with Bob Whritenour who said he only received the request to <br /> obtain access to the Brynwood property 1 week ago. Paul asked Chartwell to <br /> determine when they requested this of Bob Whritenour. This has been going <br /> on for months. The Town will own that property in 9 weeks, the present <br /> owners can ' t do much litigating in 9 weeks. <br /> CONSTRUCTABILITY PEER REVIEW - BEACON CONSTRUCTION <br /> Tony Esteves said at this stage a lot of specification is lacking, the <br /> construction documents will provide the detail needed for this review. <br /> 1 . Bid documents- he is assuming bid documents will be further developed . <br /> Chartwell is waiting response from town counsel on certain items. <br /> 2 . Soil analysis - has not been completed. <br /> 3 . Site water system - needs method of disinfection . <br /> 4. Furnish any topsoil needed. <br /> 6 . Steel - should be shop primed . <br /> 7 . Include security bars on roof top equipment to prevent access into the <br /> building. <br /> 9. Insulation should also run horizontally. <br /> 11 . Sound rated doors and windows. <br /> 13. Carpet should be static guard and anti microbial . <br /> 14. All motors should be premium "E" type. Should get rebate form utility <br /> company <br /> Drawings: <br /> 1 . Fire rating not shown in some areas. <br /> 3 . If there is outdoor children ' s play area it should be fenced . <br /> 6 . Review location of metal detection system. <br /> 7 . Include a double door into coaches locker room. <br /> 9 . Near drinking fountains, material should be something other than GWB. <br /> 10 . Raise ceilings in toilet rooms. <br /> 11 . Footing missing. <br /> 12 . 2" plumbing line larger than needed. <br /> 13 . Cold water only for emergency showers . <br /> 14 . Heating piping, try to use less piping. <br /> 17 . No electrical outlets are provided for at play fields. <br /> REMAINDER OF TAMS REPORT <br /> Structural : - coordinate slope of steel at top of wall . <br /> - strength of concrete - is higher than 3000 PSI desirable? The structural <br /> engineer said he can explore that. There is not a big cost difference. Too <br /> high increases the instance of cracking. 3500 is a good compromise. <br /> Civil Engineer - Limit of Field Survey should be more descriptive including <br /> location of anything on site. <br /> - handicapped parking. <br /> - Two way travel land should be wider. Dan said presently they are 20 feet <br /> wide which is the same scale as a typical subdivision road . <br /> - perimeter travel lane turning radius seems tight. Dan said it is a 35 <br /> foot radius - he will review it. <br /> - why is there fence at tennis courts but not basketball ? <br /> Cost! <br /> - detention basin - will there be fencing or plantings at perimeter? <br /> Dan said it will be fenced. <br /> 5 <br />