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<br />,/ <br /> <br />MORGAN COUNTY HIGHWAY DEPARTMENT <br />5400 BLUE BLUFF ROAD <br />MARTINSVILLE, INDIANA 46151 <br />Phone: (317) 8.H-7989 <br /> <br />'- <br /> <br />April 21, 1995 <br /> <br />MooresviIle Plan Commission <br />26 South Indiana Street Town HaU <br />Mooresville, IN 46158 <br /> <br />Gentlemen: <br /> <br />We have reviewed three proposed developments to be heard at your April 27 meeting. <br /> <br />1. HamId Uoyd - Keller HiIIlWBß <br />We commented on this case last month, and our concerns about reduced <br />frontages still apply. There is, however, good sight distance at the proposed <br />access point. <br /> <br />2. Ambassador Steel I Meadowbrook Rusiness Park I C.o.untry Club Roa« <br />The access point on Country Club Road has adequate visibility both ways, <br />TIle plat calls for each lot to handle stormwater run-off. While this may be <br />necessary because of the unknown nature of the development of the lots at this <br />time, it would be a good idea to plan a significant increase in run-off and install <br />some area wide detention. I would suggest, specificaHy, that a detention basin <br />be placed along the south property line at Lot 4, and that the two main drainage <br />ways coming toward Lots 4 & 5 'from the northwest and north center be shown <br />as drainage easements, Or that construction plans show regrading to run those <br />drainage ways along planned easements. <br /> <br />It should be noted that this development must comply with Indiana Department <br />of Environmental Management Rule 5 erosion control procedures. <br /> <br />Also, since this is an industrial develcpment, traffic loads can, be anticipated to <br />be heavier than On regular subdivision streets. J would recommend that <br />pavement thickness be built to county Major Collector, 1000 _ 3000 vehides <br />per day standards, which would require: <br /> <br />- <br /> <br />1" asphalt surface over 2" asphalt binder over <br />2" asphalt base over <br />12" #53 crushed Jimestone compacted to 95% ASTM D1557 over <br />proof rolled sllbgrade <br />- or- <br />7" 4000 psi Portland Cement Concrete over <br />5" #53 crushed limestone compaCled to 95% ASTM D1557 over proof <br />roned sllbgrade, <br />