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I I I I I I I I I I I I ?Yi.'tP I I I I I I I ti ?; ~Q 15 tJ 'Ihe total devel~ will also in:::lude up to 4>;-l-2O parJd.n;J spaces, ~ of which are the addition for which the permit nrxlification is beirg sought. '!he pI"q)OSerl site plan is shc:Mn on Figure 3. 'Ihe site plan shows the vehicular access locations, the parki.rg lot arrl the location an:i size of the build.inJs. In addition to the density d1an:Jes ooted above, the IOOdified site plan shews a reduction in site a~ driveways from four to three. Analysis of the site driveways arrl their design irrlicates that they are adequate to serve the expected traffic volumes. 'Ihe reduction in the number of driveways will be a positive ixpact with respect to the operation of Clevelarrl Avenue. A secorrl iDpJrtant d1arge of rote for air quality arrl traffic cxnsiderations is the overall shift in density. '!he entire net increase in density will ooaJr in the scut.herly one-third of the site. Proposed square footages in that area, will double aver the 1986 permit. Square footages on the rema.in:inJ twc-thirds of the site will be reduced by about seven percent fran the 1986 site plan. Construction of the pennitted project cxt1I'I'eJ1CE!d in the spri.n:J of 1986. CaI'rpletion of the DDlified centre Points Business Park is planned for 1994 with full occupa.n::y (90 percent) expected in 1995. '!he normal \VOrk1.n; boors of the Centre Pointe Business Park except for the hotel will be: 8:00 A.M. to 5:00 P.M., Iok:n:iay through Friday. 'Ihe hotel will likely operate 24 haJrs per day. R:WMAY 1tND '1'RM'PIC VOLUME INFC:IRMM'ICIf '!his section provides a d;~1SSion of the roadway network within the vicinity of the site an::) references the so.JrOe of the existing am projected traffic vol\I11)2 data utilized in estimatin.J carb:m nnrx>>d.de concentrations. Traffic volumes are cantai.ned in ~ A. Roadway Network 'Ihe project site is bordered by 1-35W on the "WeSt, Cleve1arrl Avenue on the east, coonty Road D a1 the north an:! the I -35W oo~ ramp tennina1 on the south. 'Ihe prin::ipal access to the regional system is via the i.nterd1arges at Camty Road D and Cleve1arrl Avenue. site acx:ess is provided off of Cleve1an:! Avenue at three stq;> sign controlled intersections as shCM!1 previously on Figure 3. Cleveland Avenue Cleve1arrl Avenue is a oollector facility, 52 feet wide arrl striped as four lanes. At the 1-35W ranps, there are no~ arrl sout.h.bourrl left turn lanes in addition to two through lanes in eadl direction. '!his intersection is signalized. a:nmty Read D Cotmty Road D is a foor lane, urrlivided facility with signalized ramp te.rmi.na.ls at I-35W. It int.erd1an;Jes with 1-35W via a m:x:lified diarnorrl 7