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n <br />s <br />m <br />Const <br />L <br />Limits 01 Clearing and Grubbing <br />Finished SE <br />Surface 30' <br />Var_ <br />2'1 2 <br />Grade Existing Shoulder <br />to place Safety Edge <br />1 minimum width <br />DETAIL 1 <br />SE = Safety Edge <br />Const <br />Limits of Clearing and Grubbing <br />and Mnilhnx relocntinn <br />I Vnr EP 2' <br />I <br />Place AC Dike <br />€ Finished E (Type A) <br />i Surface <br />0 I Var o Existing <br />v ExSurface <br />Existing <br />Surface I � — _ _ � �� <br />R & D Existin Var Depth <br />Var Depth AC Dike Shoulder Backing <br />Shoulder Backing <br />Const Const <br />Limits of Clearing and Grubbing <br />and Moilbox relocation <br />Var <br />Finished SE >_ <br />Surface 30' 0 <br />Var Existing <br />Surface <br />Grade Existing Shoulder Var Depth <br />to place Safety Edge Shoulder Backing <br />1' minimum width <br />DETAIL 2 <br />*4' Shoulder Sto 61+00 to Sto 66+00 (Lt <br />Sta 130+00 to Sta 132+00 �Lt) <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE P 2JECT ENGINEER I <br />/DATE <br />CMrtOOnl �l 0211 If NP�J n' 2/14) <br />DETAIL 3 <br />Limits of Clearing and Grubbing <br />and Mailbox relocation <br />Var EP 7' — 10' <br />Place 3" thick Shot <br />on Ditch Bank <br />Finished <br />Surface R & D Existing <br />ar AC Dike <br />DETAIL 4 <br />SHOULDER DETAILS <br />CHECKED DATE <br />SHOULDER SCHEDULE <br />Const <br />Limits of Clearing and Grubbing <br />Var tr 4'-12' <br />Finished *Place AC Dike <br />Surface (Type C) <br />Var <br />Bottom R & D Existin AC Driveway/Fronto e <br />of Ditch 9 <br />AC Dike <br />--- - DETAIL 5 <br />*AC Dike (Type A) with 4' Conform <br />i 9 C d Sto 172+65 to Sto 173+38 (Lt) <br />Sta 173+91 to Sto 174+50 (Lt) <br />Sta 174+93 to Sto 175+42 (Lt) <br />SHELTON ROAD RESURFACING <br />Sheet <br />(Escalon—Bellota Road to Waverlv Road) <br />Surface <br />No. <br />3 of 9 <br />LEFT STATION <br />DETAIL <br />RIGHT STATION <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 />1 130+00 <br />1 <br />1 160+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 />1 174+00 <br />1 <br />155+00 <br />157+00 <br />2 <br />176+00 <br />2 <br />157+00 <br />164+11 <br />1 <br />204+98 <br />3 <br />164+11 <br />172+27 <br />4 <br />205+38 <br />5 <br />172+27 <br />175+42 <br />5 <br />R205+38 <br />218+85 <br />3 <br />42 <br />194+75 <br />1 <br />219+50 <br />1 <br />194+75 <br />200+42 <br />3 <br />200+42 <br />219+50 <br />1 <br />Const <br />Limits of Clearing and Grubbing <br />Var tr 4'-12' <br />Finished *Place AC Dike <br />Surface (Type C) <br />Var <br />Bottom R & D Existin AC Driveway/Fronto e <br />of Ditch 9 <br />AC Dike <br />--- - DETAIL 5 <br />*AC Dike (Type A) with 4' Conform <br />i 9 C d Sto 172+65 to Sto 173+38 (Lt) <br />Sta 173+91 to Sto 174+50 (Lt) <br />Sta 174+93 to Sto 175+42 (Lt) <br />SHELTON ROAD RESURFACING <br />Sheet <br />(Escalon—Bellota Road to Waverlv Road) <br />Surface <br />No. <br />3 of 9 <br />