Laserfiche WebLink
tA <br />2' Shld <br />Backing <br />-, Vi <br />J <br />6' 2' <br />Embankment <br />I I 1 <br />R&D Concrete A 2' <br />Headwall to 6" <br />Below New Culvert <br />R&D Concret- <br />Headwall and <br />Wingwall to 6" <br />Below New Culvert <br />A <br />L 3 "x1 l" Crushed Rock <br />CULVERT DETAIL (— YPICAL� Betiding Minimum 1' Deep <br />I <br />I <br />I <br />I <br />SECTION AA <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE <br />Clary/T. Callahan 03/11 D. Wang 03/11 <br />NO SCALE <br />CHECKED I DATE <br />D. Wang 03/11 <br />H <br />EP <br />Conform © EP <br />6' <br />Conform 0,30' Asphalt Concrete <br />over shaped and <br />Existing Width Compacted native material. <br />12' Min <br />TYPE D <br />,— Conform @ EP <br />R R 6' <br />Conform Variable depth Asphalt <br />Concrete over existing <br />Existing Width driveway. <br />12' Min R = Conform to Existing <br />TYPE E Radii. <br />TYPICAL DRIVEWAY DETAILS <br />RECORD FLAWING <br />(:om%&1ons R}. <br />*44y.Parron USAAq This %0 <br />V'. 8v 1nsDin Thop rija ry 4, 4' Minimum <br />Existing <br />ice <br />Concretes - <br />PAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum), length and locations <br />to be determined by the Engineer. <br />CONSTRUCTION DETAILSAVENA ROAD RESURFACING <br />(Murphy Road to Van Allen Road <br />Sheet No. <br />6 of 7 <br />RE GAA. <br />6" <br />r <br />R&D Concrete A 2' <br />Headwall to 6" <br />Below New Culvert <br />R&D Concret- <br />Headwall and <br />Wingwall to 6" <br />Below New Culvert <br />A <br />L 3 "x1 l" Crushed Rock <br />CULVERT DETAIL (— YPICAL� Betiding Minimum 1' Deep <br />I <br />I <br />I <br />I <br />SECTION AA <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE <br />Clary/T. Callahan 03/11 D. Wang 03/11 <br />NO SCALE <br />CHECKED I DATE <br />D. Wang 03/11 <br />H <br />EP <br />Conform © EP <br />6' <br />Conform 0,30' Asphalt Concrete <br />over shaped and <br />Existing Width Compacted native material. <br />12' Min <br />TYPE D <br />,— Conform @ EP <br />R R 6' <br />Conform Variable depth Asphalt <br />Concrete over existing <br />Existing Width driveway. <br />12' Min R = Conform to Existing <br />TYPE E Radii. <br />TYPICAL DRIVEWAY DETAILS <br />RECORD FLAWING <br />(:om%&1ons R}. <br />*44y.Parron USAAq This %0 <br />V'. 8v 1nsDin Thop rija ry 4, 4' Minimum <br />Existing <br />ice <br />Concretes - <br />PAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum), length and locations <br />to be determined by the Engineer. <br />CONSTRUCTION DETAILSAVENA ROAD RESURFACING <br />(Murphy Road to Van Allen Road <br />Sheet No. <br />6 of 7 <br />