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acre subject site, under the proposed zoning, would be 49 single- <br />family units. Therefore, the trips generated by the most intense <br />development allowed under the proposed zoning classification would <br />actually be less than shown in the table . Even with that "over <br />calculation" of trips generated, this table indicates that there is <br />sufficient capacity in all of the segments to accommodate the <br />projected traffic. <br />TRAFFIC CONCURRENCY DETERMINATION <br />Impacted Road Segments <br />(peak hour/peak season/peak direction) <br />Segment <br />Roadway Capacity <br />Segment Road From To LOS "D" <br />1030N <br />1030S <br />1040N <br />1040S <br />1050N <br />1050S <br />1060N <br />10605 <br />1070N <br />1070S <br />1080N <br />1080S <br />113 ON <br />1130S <br />114 ON <br />1140S <br />1150N <br />1150S <br />1380N <br />13805 <br />1385N <br />13855 <br />139ON <br />13905 <br />1395N <br />1395S <br />140ON <br />1400S <br />1405N <br />1405S <br />1820E <br />1820W <br />1830E <br />1830W <br />1840E <br />1840W <br />1945E <br />1945W <br />1950E <br />1950W <br />1955E <br />1955W <br />1960E <br />1960W <br />1965E <br />1965W <br />1970E <br />1970W <br />SR AIA <br />614 <br />SR AlA <br />719 <br />SR AIA <br />7 Y <br />SR AIA <br />834 <br />SR AlA <br />932 <br />SR AIA <br />4 Y <br />SR AIA <br />780 <br />SR AIA <br />878 <br />SR AIA <br />32 Y <br />SR AlA <br />887 <br />SR AlA <br />988 <br />SR AIA <br />18 Y <br />Ind. Riv. <br />Blvd. <br />Ind. Riv. <br />Blvd. <br />Ind. Riv. <br />Blvd. <br />Ind. Riv. <br />Blvd. <br />Ind. Riv. <br />Blvd. <br />Ind. Riv. <br />Blvd. <br />US 1 <br />US 1 <br />US 1 <br />US 1 <br />US 1 <br />US 1 <br />US 1 <br />IIS 1 <br />US 1 <br />US 1 <br />us 1 <br />US 1 <br />CR 510 <br />CR 510 <br />CR 510 <br />CR 510 <br />CR 510 <br />CR 510 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />SR 60 <br />17th Street <br />17th Street <br />SR60 <br />SR60 <br />N. VB City Lim. <br />N. VB City Lim. <br />Fred Tuerk Road <br />Fred Tuerk Road <br />Old Winter Bch. Rd. <br />Old Winter Bch. Rd. <br />N. IRS Town Limits <br />N. IRS Town Limits <br />S. VB City Lim. <br />S. VB City Lim. <br />17th Street <br />17th Street <br />21st Street <br />21st Street <br />65th Street <br />65th Street <br />69th Street <br />69th Street <br />Old Dixie Highway <br />Old Dixie Highway <br />Schumann Drive <br />Schumann Drive <br />CR 512 <br />CR 512 <br />N. Seb. City Limits <br />N. Seb. City Limits <br />66th Avenue <br />66th Avenue <br />58th Avenue <br />58th Avenue <br />US 1 <br />US 1 <br />20th Avenue <br />20th Avenue <br />Old Dixie Highway <br />Old Dixie Highway <br />loth Avenue <br />10th Avenue <br />IIS 1 <br />IIS 1 <br />Ind. Riv. Blvd. <br />Ind. Riv. Blvd. <br />ICWW <br />ICWW <br />SR60 <br />SR60 <br />N. VB City Lim. <br />N. VB City Lim. <br />Fred Tuerk Road <br />Fred Tuerk Road <br />Old Winter Bch. Rd. <br />Old Winter Bch. Rd. <br />N. IRS Town Limits <br />N. IRS Town Limits <br />CR 510 <br />CR 510 <br />17th Street <br />17th Street <br />21st Street <br />21st Street <br />SR 60 <br />SR 60 <br />69th Street <br />69th Street <br />Old Dixie Highway <br />Old Dixie Highway <br />Schumann Drive <br />Schumann Drive <br />CR 512 <br />CR 512 <br />N. Seb. City Limits <br />N. Seb. City Limits <br />Roseland Road <br />Roseland Road <br />58th Avenue <br />58th Avenue <br />US 1 <br />US 1 <br />SR AlA <br />SR AIA <br />Old Dixie Highway <br />Old Dixie Highway <br />10th Avenue <br />10th Avenue <br />US 1 <br />US 1 <br />Ind. Riv. Blvd. <br />Ind. Riv. Blvd. <br />ICWW <br />ICWW <br />SR AIA <br />SR AIA <br />1,060 <br />1,060 <br />1,120 <br />1,120 <br />1,240 <br />1,240 <br />1,310 <br />1,310 <br />1,310 <br />1,310 <br />1,310 <br />1,310 <br />1,770 <br />1,770 <br />1,770 <br />1,770 <br />1,770 <br />1,770 <br />2,650 <br />2,650 <br />2,650 <br />2,650 <br />2,370 <br />2,370 <br />2,370 <br />2,370 <br />2,300 <br />2,300 <br />2,300 <br />2,300 <br />650 <br />650 <br />650 <br />650 <br />650 <br />650 <br />2,328 <br />2,328 <br />2,328 <br />2,328 <br />2,328 <br />2,328 <br />2,328 <br />2,328 <br />1,520 <br />1,520 <br />1,520 <br />1,520 <br />Existing Demand Total Available Positive <br />Roadway Existing Vested Segment Segment Project Concurrency <br />Seament Volume Volume Demand Capacity Demand Determination <br />1030N <br />614 <br />105 <br />719 <br />341 <br />7 Y <br />10305 <br />834 <br />98 <br />932 <br />128 <br />4 Y <br />1040N <br />780 <br />98 <br />878 <br />242 <br />32 Y <br />1040S <br />887 <br />101 <br />988 <br />132 <br />18 Y <br />10SON <br />780 <br />55 <br />835 <br />405 <br />35 Y <br />1050S <br />887 <br />51 <br />938 <br />302 <br />20 Y <br />25 <br />JULY 239 1996 BOOK 6 �¢1� Sud <br />