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Const <br />L <br />I <br />I <br />1 <br />Limits of Clearing and Grubbing <br />and Mailbox relocation _ <br />EP 2'1 2' 1 1' <br />Surface 30' <br />Var <br />Safety <br />DETAIL 1 <br />Existing <br />Surface <br />Var Depth <br />Shoulder Backing <br />Limits of Clearing and Grubbing <br />Finished <br />Surface 30' <br />Var <br />Safety <br />Surface <br />Var Depth _ <br />Shoulder Backing <br />DETAIL 2 <br />*4' Shoulder Sta 61+00 to Sta 66+00 (Lt <br />Sta 130+00 to Sta 132+00 Lt) <br />C®iJNT� OF' SAN JOAQTJIN <br />DRAWN BY DATE <br />Vincent �i IZ/73 <br />NO SCALE <br />ENGINEER DATE <br />Const <br />Limits of Clearing and Grubbing <br />nnrl Mnilhnx rPlnnntinn <br />2'1' <br />i <br />Place AC Dike <br />FinishedE (Type A) <br />i Surface <br />o <br />Var_ o <br />L---V�\c� <br />J <br />R & D Existing Var Depth <br />AC Dike Shoulder Backing <br />DETAIL 3 <br />Const <br />Limits of Clearing and Grubbing <br />and Mailbox relocation <br />Var EP 7' — 10° <br />l Place 3" thick Shol <br />on Ditch Bank <br />Finished <br />i Surface R & D Existing <br />Var_ AC Dike <br />DETAIL 4 <br />SHOULDER ®ETAILS <br />CHECKED DATE <br />Exist <br />Surface <br />SHOUL®ER SCHEDULE <br />LEFTSTATION <br />0 <br />RIGHTSTATION_ <br />DETAIL <br />�y <br />BEGIN <br />END <br />BEGIN <br />END <br />11+00 <br />61+00 <br />1 <br />11+00 <br />128+50 <br />1 <br />�o <br />66+00 <br />2 <br />128+50 <br />129+50 <br />Const <br />66+00 <br />108+00 <br />1 <br />129+50 <br />157+14 <br />n/ <br />108+00 <br />109+50 <br />2 <br />157+14 <br />160+94 <br />3 <br />109+50 <br />130+00 <br />1 <br />a 9 <br />0 <br />6�- <br />130+00 <br />132+00 <br />N <br />164+87 <br />169+79 <br />3 <br />132+00 <br />155+00 <br />1 <br />169+79 <br />174+00 <br />1 <br />155+00 <br />157+002 <br />174+00 <br />176+00 <br />2 <br />w� <br />> <br />I <br />1 <br />176+00 <br />204+98 <br />3 <br />164+11 <br />172+27 <br />4 <br />204+98 <br />-v <br />5 <br />0 <br />175+42 <br />5 <br />o <br />218+85 <br />3 <br />175+42 <br />� <br />n� <br />218+85 <br />219+50 <br />1 <br />194+75 <br />200+42 <br />3 <br />of <br />219+50 111 <br />� <br />h <br />Limits of Clearing and Grubbing <br />and Mailbox relocation _ <br />EP 2'1 2' 1 1' <br />Surface 30' <br />Var <br />Safety <br />DETAIL 1 <br />Existing <br />Surface <br />Var Depth <br />Shoulder Backing <br />Limits of Clearing and Grubbing <br />Finished <br />Surface 30' <br />Var <br />Safety <br />Surface <br />Var Depth _ <br />Shoulder Backing <br />DETAIL 2 <br />*4' Shoulder Sta 61+00 to Sta 66+00 (Lt <br />Sta 130+00 to Sta 132+00 Lt) <br />C®iJNT� OF' SAN JOAQTJIN <br />DRAWN BY DATE <br />Vincent �i IZ/73 <br />NO SCALE <br />ENGINEER DATE <br />Const <br />Limits of Clearing and Grubbing <br />nnrl Mnilhnx rPlnnntinn <br />2'1' <br />i <br />Place AC Dike <br />FinishedE (Type A) <br />i Surface <br />o <br />Var_ o <br />L---V�\c� <br />J <br />R & D Existing Var Depth <br />AC Dike Shoulder Backing <br />DETAIL 3 <br />Const <br />Limits of Clearing and Grubbing <br />and Mailbox relocation <br />Var EP 7' — 10° <br />l Place 3" thick Shol <br />on Ditch Bank <br />Finished <br />i Surface R & D Existing <br />Var_ AC Dike <br />DETAIL 4 <br />SHOULDER ®ETAILS <br />CHECKED DATE <br />Exist <br />Surface <br />SHOUL®ER SCHEDULE <br />Const <br />Limits of Clearing and Grubbing <br />Var EP 4'-12' <br />Finished *Place AC Dike E <br />o Surface (Type C) E <br />Var— L) Existing <br />Var Surface <br />Bottom <br />of Ditch R & D AC <br />gAC Dike AC Driveway/Frontage <br />- - DETAIL 5 <br />*AC Dike (Type A) with 4' Conform <br />Sto 172+65 to Sta 173+38 (Lt) <br />Sto 173+91 to Sto 174+50 (Lt) <br />Sto 174+93 to Sto 175+42 (Lt) <br />P <br />SHELT®N ROAD RESURFACING Sheet Na. <br />(Escalon-Bellota Road to Waverly Road) 3 of 9 <br />LEFTSTATION <br />DETAIL <br />RIGHTSTATION_ <br />DETAIL <br />BEGIN <br />END <br />BEGIN <br />END <br />11+00 <br />61+00 <br />1 <br />11+00 <br />128+50 <br />1 <br />61+00 <br />66+00 <br />2 <br />128+50 <br />129+50 <br />2 <br />66+00 <br />108+00 <br />1 <br />129+50 <br />157+14 <br />1 <br />108+00 <br />109+50 <br />2 <br />157+14 <br />160+94 <br />3 <br />109+50 <br />130+00 <br />1 <br />160+94 <br />164+87 <br />1 <br />130+00 <br />132+00 <br />2 <br />164+87 <br />169+79 <br />3 <br />132+00 <br />155+00 <br />1 <br />169+79 <br />174+00 <br />1 <br />155+00 <br />157+002 <br />174+00 <br />176+00 <br />2 <br />157+00 <br />164+11 <br />1 <br />176+00 <br />204+98 <br />3 <br />164+11 <br />172+27 <br />4 <br />204+98 <br />205+38 <br />5 <br />172+27 <br />175+42 <br />5 <br />205+38 <br />218+85 <br />3 <br />175+42 <br />194+75 <br />1 <br />218+85 <br />219+50 <br />1 <br />194+75 <br />200+42 <br />3 <br />200+42 <br />219+50 111 <br />Const <br />Limits of Clearing and Grubbing <br />Var EP 4'-12' <br />Finished *Place AC Dike E <br />o Surface (Type C) E <br />Var— L) Existing <br />Var Surface <br />Bottom <br />of Ditch R & D AC <br />gAC Dike AC Driveway/Frontage <br />- - DETAIL 5 <br />*AC Dike (Type A) with 4' Conform <br />Sto 172+65 to Sta 173+38 (Lt) <br />Sto 173+91 to Sto 174+50 (Lt) <br />Sto 174+93 to Sto 175+42 (Lt) <br />P <br />SHELT®N ROAD RESURFACING Sheet Na. <br />(Escalon-Bellota Road to Waverly Road) 3 of 9 <br />