Orange County NC Website
Browse       Search
•-... <br /> Z <br /> i-1;:,:' <br /> 19.The storm drainage system appears to be adequate to drain the road <br /> .:. <br /> .) <br /> system within the site. Additional sfructures may need to be added at <br /> .i.Z.i street intersection s and at various internals to limit spread to one half <br /> travel lane width. Several of the pipes in the Schedule do not meet <br /> rl NCDOT conveyance guidelines and should be mvised at the construction <br /> plan phase. An HGL analysis will also be required at the construclion <br /> r I <br /> N plan phase. <br /> r:o <br /> . ..:, Reply: This has been noted <br /> ::.,j <br /> 04J <br /> 20.Fire flow calculations will be required at the construction plan phase. <br /> Reply:This has been noted <br /> El li_Lot drainage needs to be addressed on Lois 1-63 48.26, 43.136, 106109 <br /> and all townhouse units. <br /> r.:f Reply:: Each individual builder wN be required to provide a stonn-o'reinage plan tor <br /> their specific residential lot or tovmhome an9e, meeting the requfrernents of the Town <br /> • <br /> ! engineer A note to this effect has been added to the site grading plans. <br /> e' <br /> IL z:'j <br /> • 1).3 Orange County: informal Comments; <br /> t Sheet now from roads <br /> 0 .Reply We have used sheet Bow from roads where we could. <br /> F.- 2. Trails to 30 ft him bank edge. <br /> Reply: Traits have been move so that they are no closer to the bank edge then 30 <br /> 5 .'.! feet. Please note that the gtrenway has been moved to the edge of the seconday <br /> LA buffer. <br /> 57, <br /> 6 3. Inlet protection does not work. Storm need to go to a trap with the Invert <br /> 1:- out is above the trap overflow_ <br /> .:... <br /> Li <br /> 5 Reply: This comment has been taken into account with the revised design. <br /> i•7 <br /> F.?. <br /> i,!.. <br /> i . <br />