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n, <br />i <br />0 <br />m <br />N <br />O <br />0 <br />i <br />Z <br />a <br />i <br />0 <br />0 <br />a <br />0 <br />i <br />D <br />�_ <br />a <br />�. <br />�, <br />r <br />m <br />z <br />D <br />m <br />cn <br />W <br />� i <br />O D <br />a� <br />�o <br />a� �, <br />m -D <br />a� � <br />� o <br />�� <br />0.15' AC Overlay <br />0.10' AC Leveling <br />Const <br />20'-24' <br />*20' Pavement Reilnforcing Fabric <br />. Var <br />Var, <br />-- --,------------------ <br />TYPICAL SECTION <br />>k Northland: Sta 5+16 to Sta 57+05 Exist Roadway <br />Southland: Sta 8+90 to Sta 112+65 <br />I _ Limits of Clearin <br />� EP Earthwork <br />(Misc. Areas <br />Const <br />Vary <br />�— — J <br />Roadway <br />Exist <br />SHOULDER DETAIL 1 <br />Northland 8c Southland Roads: <br />OOO 2'-4' — Northland Road <br />& Grubbin <br />°OoO <br />• •- �- ••- <br />:• • � <br />Northland Road: <br />Sta 54+00 to Sta 55+50 (Lt) <br />Sta 56+00 to Sta 57+50 (Lt) <br />Sta 18+40 to Sta 22+40 (Rt) <br />Sta 25+00 to Sta 30+00 (Rt) <br />Sta 30+60 to Sta 31 +30 (Rt) <br />Sta 31 +50 to Sta 33+50 (Rt) <br />Sta 38+ 15 to Sta 41 + 15 (Rt) <br />Sta 41 +50 to Sta 57+50 (Rt) <br />Southland Road: <br />Sta 27+00 to Sta 34+00 (Lt) <br />Sta 40+90 to Sta 45+90 (Lt) <br />Sta 50+80 to Sta 51 +30 (Lt) <br />Sta 51 +65 to Sta 53+15 (Lt) <br />Sta 53+40 to Sta 54+20 (Lt) <br />Sta 56+35 to Sta 59+35 (Lt) <br />Sta 77+25 to Sta 81 +75 (Lt) <br />1' <br />Southland Road (Cont'd.� <br />Sta 86+70 to Sta 87+30 (Lt) <br />Sta 94+50 to Sta 95+00 (Lt) <br />Sta 103+35 to Sta 106+35 (Lt) <br />Sta 106+65 to Sta 107+90 (Lt) <br />Sta 109+40 to Sta 112+65 (Lt) <br />Sta 8+88 to Sta 16+88 (Rt) <br />Sta 17+15 to Sta 18+15 (Rt) <br />Sta 24+20 to Sta 24+80 (Rt) <br />Sta 25+ 10 to Sta 46+ 10 (Rt) <br />Sta 77+25 to Sta 81 +75 (Rt) <br />Sta 90+75 to Sta 91 +50 (Rt) <br />Sta 93+00 to Sta 93+75 (Rt) <br />Sta 94+50 to Sta 96+75 (Rt) <br />COUNTY OF SAN JOAQUIN <br />BY DATE PROJECT ENGINEER DATE <br />2�11 1..l�.- t y���l <br />O <br />D <br />a� <br />�o <br />o <br />a� <br />�, <br />m� <br />a� <br />� <br />�, <br />o <br />�� <br />Const <br />Limits of Clearing & Grubbin <br />EP <br />0.25' <br />AC Overlay <br />Vary 8i <br />Exist Roadway SHOULDER DETAIL 3 <br />Northland Road: <br />Sta 5+16 to Sta 54+00 (Lt) <br />Sta 5+16 to Sta 18+40 (Rt) <br />Sta 22+40 to Sta 25+00 (Rt) <br />Sta 30+00 to Sta 30+60 (Rt) <br />Sta 31 +35 to Sta 31 +50 (Rt) <br />Sta 33+50 to Sta 38+15 (Rt) <br />Sta 41 +15 to Sta 41 +50 (Rt) <br />Sta 33+50 to Sta 38+15 (Rt) <br />Sta 41 +15 to Sta 41 +50 (Rt) <br />Const <br />I _ Limits of Clearing & Grubbin <br />�� <br />Roadway <br />Exist <br />NO SCALE TYPICAL SECTION AND <br />SHOULDER DETAILS <br />CHECKED DATE <br />�.%�N.iIti.P�--V � �g � � I <br />P Earthwork <br />(Misc. Areas) <br />2' 2' 2' 1 <br />Shoulder <br />Backin <br />2' � 2' <br />1' <br />Grade <br />(Exist) <br />Shoulder Conform <br />Backing <br />Southland Road: <br />Sta 10+60 to Sta 27+00 (Lt) <br />Sta 34+00 to Sta 40+90 (Lt) <br />Sta 45+90 to Sta 50+80 (Lt) <br />Sta 51 +30 to Sta 51 +65 (Lt) <br />Sta 53+15 to Sta 53+40 (Lt) <br />Sta 54+20 to Sta 56+35 (Lt) <br />Sta 59+35 to Sta 77+25 (Lt) <br />Sta 81 +75 to Sta 86+70 (Lt) <br />Sta 87+30 to Sta 94+50 (Lt) <br />Sta 95+00 to Sta 103+35 (Lt) <br />Sta 106+35 to Sta 106+65 (Lt) <br />Sta 107+90 to Sta 109+40 (Lt) <br />Sta 16+88 to Sta 17+15 (Rt) <br />Sta 18+15 to Sta 24+20 (Rt) <br />Sta 24+80 to Sta 25+10 (Rt) <br />Sta 46+10 to Sta 77+25 (Rt) <br />Sta 81 +75 to Sta 90+75 (Rt) <br />Sta 91 +50 to Sta 93+00 (Rt) <br />Sta 93+75 to Sta 94+50 (Rt) <br />Sta 96+75 to Sta 107+82 (Rt) <br />Sta 1 10+82 to Sta 1 1 1 +10 (Rt) <br />9 Grade 0.25' <br />V� (Exist) <br />� G n COR D D R�AVIII �!�, <br />SHOULDER DETAIL 2 ��rrQ�tions By <br />Southland Road: <br />Sta 107+82 to 110+82 (Rt) <br />"hinges By <br />!LI io12 --- <br />NORTHLAND ROAD, SOUTHLAND ROAD <br />AND VON SOSTEN ROAD RESURFACING <br />Sheet No. <br />3 of 11 <br />1 <br />