Laserfiche WebLink
cue � <br /> Limits of Clearing and Grubbing <br /> 10-11' 10-11 ' <br /> O <br /> 18-20' Pavement Reinforcing FabricSee Shoulder <br /> Schedule See Shoulder <br /> Conform ` Bim, -�p6 v°'• Schedule-_ <br /> � &T_ \` Conform <br /> �o. <br /> _10- <br /> L — — — — — — — — — — — — — — — — — — — — — — — <br /> Existing Roadway 0.25' A.C. Overlay Shoulder Backing <br /> TYPICAL SECTION (Class 2 Aggregate base) (Typ.) <br /> (Sta. 106+32 to Sta. 232+50) <br /> 1Q Limits of Mailbox relocation. <br /> ❑4 11 ' - Sta. 106+32 to Sta. 132+66 (Lt. & Rt,) <br /> m 10' - Sto. 132+73 to Sto. 232+25 (Lt. & Rt.) <br /> � ❑3 20' - Sta. 106+82 to Sta. 132+46 <br /> 18' - Sta. 132+93 to Sta. 232+00 gHp(fLpQt SCHEDULE <br /> D a RECORD D R A W I N G � Slo. 106+32toTStteO <br /> Ste. 132+66 (Lt.) OV <br /> SIG. 132+73 to Ste. 143+75 (Lt.) 2' 2' <br /> Sta. 143+75 to Ste. <br /> Sl0. 156+62 to Sta. 162+25 (Lt) 4' 4' <br /> T 8G <br /> v N 10' 10' SIC. 162+25 to Ste. 197+45 (Lt.) 0 2' <br /> 7+45 to Ste. <br /> i�ffit � Ste. 212+00 to Ste. 216+25 (Lt.) 4' 4' <br /> At, y,rso 5 �+� Thl� - w n Should re`( Ste. 216+25 to Sto. 219+00 (Lt.) 0 2' <br /> E GaPRV I mt•; "pallor BV i'I^. , L it :J� uti'Jrk. Ste. 219+00 to Ste. 227+00 (Lt.) 0 I' <br /> z d a. St.. 227+00 to Ste. 232+50 (LL) 0 2' <br /> 1. Asphalt concrete shall be placed in two layers of w w Ste. 106+32 to Ste. 132+66 (m.) o t' <br /> i approximate equal thickness with pavement reinforcing Ste. 132+73 to Ste. 134+00 (Rt.) 2' 2' <br /> m fabric on the existing pavement surface. Ste. 134+00 to Ste. 162+25 (Rt.) 4' 4' <br /> 2. Place Survey Monument Frame and Cover at Sto. 158+60t and Ste. 162+25 to Ste. 164+00 (RQ 2' 2' <br /> Ste. 164+00 to Ste. 172+00 (RL) 0 2' <br /> 0 <br /> Sta. 211+79t. Exact locations to be determined by the Engineer. Sta. 172+00 to Ste. 175+50 (Rt.) 4 2' <br /> C <br /> St.. 175+50 m Sto. 207+30 (Rt.) 2' 2' <br /> TYPICAL If[Mr'rI <br /> sta. 207+30 to Ste. 212+00 (Rt.) 0 1' <br /> A Ste. 212+00 to Ste. 216+25 (Rt.) 4' 4' <br /> LANE NE LAYOUT Ste. 216+25 to Ste. 219+00 (Rt.) 2' 2' <br /> r° Ste. 219+DO to Ste. 227+00 (Rt.) 4' 2' <br /> i Ste. 227+00 to Sta. 232+50 (RL) 4' 4' <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION VAN ALAN ROAD RESURFACING Sheet Na. <br /> m (Lone Tree Road to Mariposa Road) 2 of 7 <br /> DRAWN By DATE I P ECT ENGINEER DATE CHECKEO DATE SUMITTED DATE APP7LPOIWIJENOED 1 DATE <br />