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12 Standard frome and <br /> EP Conform ® E.P. A.C. Overlay Dia. or sq cover assembly <br /> 6„ (Refer to SJCO Std. <br /> J wg. CW—M1.) <br /> 6'* 42 <br /> 0.30' Asphalt Concrete 8 Exist. Roadway <br /> �6„ <br /> over shaped & compacted EL P.c.c. <br /> native material. Existing Width Conform 3 <br /> 12' Min. , <br /> Exist. survey monument <br /> �yp� Undisturbed to remain in place and <br /> TYPED bosement soil undisturbed. <br /> *(Brandt Rood) Sto. 10+00 to Sto. 15+20 4' <br /> (Trethewoy Rood) Sta. 2+03 to Sto. 5+48 SURVEY MONUMENT D ETAI L <br /> Const. Limits of <br /> Clearing and Grubbing <br /> Mail Box Relocation <br /> 1' <br /> Earthwork <br /> Misc. Areas <br /> 10.5' 3' 3' <br /> 0y°�•� 8% V°�— <br /> D <br /> O <br /> Conform <br /> m <br /> z Shoulder Backing (0.30') <br /> m EP Conform 0 E.P. Existing <br /> Roadway <br /> R R 6' SHOULDER DETAIL See Note Below Existing <br /> at Earthwork isc, Areas) Surface <br /> Brandt Rood <br /> Existing Width Conform Sto. 30+55 to Sta. 32+55 <br /> 12' Min. <br /> �////7// <br /> TYPE E RECOROr�Ctr//// <br /> DRA0.40' As halt <br /> Vonoble depth Asphalt Concrete Cha. ` ING Concretep <br /> over Existing paved driveway 7pY <br /> o *(Brandt Rood) Sto. 10+00 to Sto. 15+20 4' F ,,� , � — PAVEMENT REPAIR DETAIL <br /> (Trethewoy Rood) Sta. 2+03 to Sto. 5+48 � 00 This Dr <br /> "'��mation Hy msp�ctin�JThe h®d Note: Width Approximate dimensions used for estimating purposes <br /> S►i@ Uf yy ore available upon request. Dimensions and locations <br /> m <br /> TYPICAL DRIVEWAY DETAILS ore subject to change at the discretion of the Engineer. <br /> z <br /> O <br /> COUNTY OF SAN JOAQUIN NO ;SCALE Construction Details Brandt Rd. Resurfacing Sheet No. <br /> (Trethewoy Rd. to State Hwy. Route 12 do 88) 5 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATEAPPROVAL RECOMMENDED DATE <br />