Laserfiche WebLink
Construction Location Conform @ E.P. <br /> � <br /> E.P. <br /> AIRPORT WAY �� <br /> Conform <br /> j � Existin Width <br /> / q7 E.P. 12' Min. <br /> o <br /> 0 � 0.30' asphalt concrete over shaped <br /> N and compacted native material. <br /> T <br /> j TYPE D <br /> cv Conform @ E.P. <br /> Q Planing <br /> / Length T <br /> Conform W1 0.0Q j ,/ r <br /> Q� 8 <br /> Intersecting Street Location Width Width Planing Transition Conform <br /> (Station) W1 W2 Length Length <br /> Mortensen Road (W) 202+00± 24' — — 40' Existin Width <br /> Avenue "D" (E) 206+45± 20' 29' 20' 80' 12' Min. <br /> Trahern Road (E) 229+22± 24' 24' 20' 100' Variable depth Asphalt Concrete <br /> Airport Court (E) 267+94± 25' 29' 20' 45' over existing paved driveway. <br /> Perrin Road (W) 315+25± 20' 35' 20' 50' TYPE E <br /> n Perrin Road (E) 315+25± 22' 27' 20' 70' <br /> o McMullin Road (W) 354+74± 22' 22' 20' 100' TYPICAL DRIVEWAYS <br /> West Ripon Road (E) 368+04± 32' 32' 30' 110' <br /> Almondwood Drive (E) 394+48± 24' 24' — 100' <br /> Nile Avenue (E) 425+15± 24' 34' 20' 50' <br /> 3 Nile Avenue (W) 426+65± 20' 20' 15' 65' Existing <br /> Fig Avenue (E) 451 +58± 21 ' 30' 20' 60' Roadway Width <br /> Peach Avenue (E) 477+90± 20' 23' 10' 70' 0 65'Conc Asphalt <br /> Woodward Avenue (W) 500+01 ± 24' 24' 20' 100' (4' Minimum) Concrete <br /> Woodward Avenue (E 500+01 ± 24' 24' 20' 100' — — <br /> Wawona Street (E) 553+05± 25' 33' 20' 50' — — — — — — <br /> M TYPICAL INTERSECTION DETAILS <br /> itz Note: <br /> 0 <br /> Width, length, and locations to <br /> A be determined by the Engineer. <br /> M <br /> PAVEMENT REPAIR <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS AIRPORT WAY RESURFACING sheet No. <br /> m (Mortensen Road to 370 s/o Yosemite Avenue) 5 of g <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR ECOMMENDED DATE <br />