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<br />I <br /> <br />I <br /> <br />o <br /> <br />E) <br /> <br />50 <br /> <br />~ <br /> <br />CONSULTING ENGINEERS, PLC <br /> <br />2007 STREET IMPROVEMENTS <br />PROPOSED STREET SECTIONS <br /> <br />*'\ <br />E~\t-l <br />~~er <br /> <br />EXHIBIT <br />7 <br /> <br />I <br /> <br />RVING, GATES AVENUE <br />5TH ST (WEST OF IRVING), 6TH, 7TH, 8TH STREETS <br /> <br />I <br /> <br />(1) 5TH, 6TH, 7TH, & 8TH <br />STREETS, GATES A VENUE <br />SIDEWALK ON ONE SIDE ONLY <br />2) 5TH STREET, 5TH2 STREET, <br />HOLT AVENUE IS 14' (FULL <br />WIDTH OF 28'). GATES AVENUE <br />IS 12' (FUll WIDTH OF 24') <br /> <br />TYPICAL STREET SECTION <br /> <br />ALLEY <br /> <br />I <br /> <br />I <br /> <br />,.5" WEARING COURSE MIXlURE (MVWE35035B) <br />TACK COAT <br />2" NONWEARING COURSE MIXTURE (LVNW35030B) <br />6" CLASS 5 AGGREGATE BASE <br />APPROVED SUB GRADE <br /> <br />I <br /> <br />4" GRANULAR BEDDING <br />(INCIDENTAL) <br /> <br /> <br />"4" THICK BY 6' <br />WIDE CONCRETE <br />SIDEWALK <br /> <br />2.00:11: <br /> <br />2.00% -1 <br /> <br />I <br /> <br /> <br /> <br />TYPICAL STREET SECTION <br /> <br />,,5" WEARING COURSE MIXlURE (MVWE350~5B) <br />TACK COAT <br />2" NONWEARING COURSE MIXlURE (LVNW35030B) <br />6" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br /> <br />CONCRETE <br />& GUTTER <br /> <br />GRANULAR BEDDING <br />(INCIDENTAL) <br /> <br />"'4" THICK BY 6' <br />WIDE CONCRETE <br />SIDEWALK <br /> <br />2.00% _ <br /> <br />HOLT AVENUE, GATES AVENUE, 8TH STREETS <br /> <br />TYPICAL STREET SECTION (MILL AND OVERLAY) <br /> <br />MVWE35035B) <br />TACK COAT <br />EXISTING BITUMINOUS <br />EXISTING AGGREGATE BASE <br />EXISTING SUBGRADE <br /> <br />I <br /> <br />I <br /> <br />ROW <br /> <br />4'-20' <br /> <br />"'16' <br /> <br />~ <br />I <br />66' <br /> <br />.. <br /> <br />ROW <br /> <br />ROW <br /> <br />5'-6' <br /> <br />If. <br />I <br />0'-12' <br /> <br />5'-6' <br /> <br />ROW <br /> <br />.5" <br /> <br /> <br />WEARING COURSE <br /> <br />5-~~ <br /> <br />MIXlURE <br /> <br />~ <br /> <br />2.00%__ <br /> <br />EXISTING <br />CURB & GUTTER <br />REP AIR AS <br />NECESSARY <br /> <br /> <br />2.00% <br /> <br />I <br /> <br />I <br /> <br />5TH <br /> <br />(EAST OF IRVING), <br /> <br />5TH 1/2 STREETS <br /> <br />GATES AVENUE <br /> <br />5'-10' <br /> <br />20' <br /> <br />60' <br /> <br /> <br />20' <br /> <br />GATES <br /> <br />5'-10' <br /> <br /> <br /> <br /> <br />I <br /> <br />TYPICAL STREET SECTION <br /> <br />..5" WEARING COURSE MIXlURE (MVWE35035B) <br />TACK COAT <br />2" NONWEARING COURSE MIXlURE (LVNW35030B) <br />6" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br /> <br />2" <br /> <br />.5" <br /> <br />2350 <br /> <br />TYPICAL STREET SECTION <br /> <br />TYPE L V3 <br /> <br />MV4 WEARING COURSE MIXTURE <br />TACK COAT <br />COURSE MIXTURE <br />AGGREGATE BASE <br />ROVED SUBGRADE <br /> <br />NON WEARING <br />6" CLASS 5 <br />APP <br /> <br />ROW <br /> <br />ROW <br /> <br />I <br /> <br />I <br /> <br /> <br />4" GRANULAR <br />(INCIDENTAL) <br /> <br />2.00:11: <br /> <br />2.00%_1 <br /> <br />SOD <br /> <br />4" <br /> <br />B618 CONCRETE <br />CURB & GUTTER <br /> <br />I <br /> <br />4'-8' <br /> <br />4' <br /> <br />4' <br /> <br />1'-8' <br /> <br />2' <br /> <br />2' <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />ROW <br /> <br />~ <br />I <br />40' <br /> <br />ROW <br /> <br />ROW <br /> <br />If. <br />I <br />33' <br /> <br />ROW <br />