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F <br /> f cw,sr. <br /> GM.r. <br /> 2' ��4'-� <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> Refer toI Refer to I Finished Surface Conform <br /> 1 Shoulder Details 12 I 12 Shoulder Details 1 Vic_ <br /> this sheet. I this sheet. <br /> 22' Pavement Riinforcing Fabric--- I7 � <br /> —J <br /> Existing Roadway <br /> Shoulder Backing (Typ.) <br /> SHOULDER DETAIL A <br /> Existing Roadway <br /> -0.25A.C. Overlay Lbxsl <br /> M TYPICAL SECTION -12' 4' 2' <br /> Sta. 10+16 to Sta. 141+83 i <br /> 0 Finished Surface <br /> GENERAL NOTES onform <br /> � 7. The Asphalt Concrete (0.25' resurfacing) shall be placed <br /> in two (2) layers of approximate equal thickness with pavement _ <br /> a reinforcing fabric placed on existing or prepared surface. SCHEDULEace. LOCATION A B CJy <br /> Existing Roadway <br /> o m 2. All Pavement Repair must be completed 24 Sta 10+16 to Stu. 23+30Lt. V Shoulder Backing (Typ.) <br /> hours prior to placement of Asphalt Concrete. Stu. 23+30 to Stu. 32+00 Lt. V <br /> a n Sto. 32+00 to sta. a,+oo Lt. V SHOULDER DETAIL B <br /> w 3. Shoulder Backing material at all radii shall be blended Sta. 41+00 to Sta. 43+00 Lt. V <br /> R with the top 6" of native material as directed by the Engineer. Stu 43+00 to Stq. 62+25 Lt. V <br /> Limits of this work shall be confined to intersection radii plus Sta. 62+25 to Stu. 67+00 Lt. V IF <br /> 50' each direction. Payment for blending shall be considered as Sta. 67+00 to Stu. 92+40 Lt. <br /> included in the unit price paid for Shoulder Backing. Sta. 92+40 to Stu. 99+80 Lt. V I Earthwork <br /> Stu. 99+80 to Sta. 141+83 Lt. V (Misc. Areas) <br /> 4. All earthwork (except for final lift of shoulder backing) <br /> shall be completed prior to placing final layer of asphalt Sta. 10+16 to Sta 42+30 Rt. V - 12' 4' 4'- <br /> concrete. No Shoulder Backing Material shall be deposited Sta. 42+30 to Sta. 61+00 Rt. V r— ✓� <br /> 00 <br /> Sta 61+ to Sta. 86+00 Rt. V <br /> or drifted on the final lift of asphalt concrete surfacing. I Finished Surface Conform <br /> Sta. 86+00 to Sta. 103+00 Rt. V <br /> 5. The contractor shall conduct the Shoulder Backing operations Sta 103+00 to Sta. 108+00 Rt. V <br /> m so as not to disturb or obstruct any existing drainage. Sta. 108+00 to Sta. 122+50 Rt. V- s.— sr— <br /> v Sta. 122+50 to Sta. 134+00 Rt. <br /> I o 6. Place and adjust survey monument frames and covers at I Stu. 134+00 to Sta. 141+83 Rt. V <br /> the locations listed on sheet 7. ----- — __J <br /> 0 ` Existing Roadway <br /> 7. Removal of A.C. Dikes where shown on the plans shall be done Shoulder Backing (Typ.) <br /> ('1 in such manner as not to damage surface beneath dike. <br /> Payment for Dike removal shall be considered as included SHOULDER DETAIL C <br /> Oz in the contract Lump Sum unit price for Clearing and Grubbing. <br /> 0 <br /> COUNTY OF SAN JOA UIN No scALE TYPICAL SECTION UNION ROAD RESURFACING Sheet No. <br /> Q (West Ripon Road to Woodward Avenue) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CIfECKED DATE SUBAIIT,ED DATE APPROVAL R COMMENDED DATE <br /> 1/02 /a,/t 1131auc(�oG�c ` a I ozohe/A&Ai V7/0 Z, <br />