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• See Le I' Detail F <br /> (sheetIF <br /> Limits of Clearing and Grubbing Limits of Clearing & Grubbing <br /> and Mailbox Relocation. - <br /> 1' *See Shoulder Detail 2&3 I *See Shoulder Detail 1&2 y � <br /> 2' 12'-14' I 12'-29' - 2'_� I� 16'- - 2' <br /> _ I Ij-�-10'�-6' <br /> 20'-24' Pavement Reinforcing Fabric -- 0'-12' <br /> --���{{{ V <br /> —ar. <br /> Confar Varar. <br /> Conform i <br /> Art <br /> Vat, <br /> -_-Z __ <br /> _____- <br /> Existing Roadway REPORT AVENUE 0.20' 0.50' "� See this sheet Exist. Vertical or Rolled <br /> 9 y S .. below for Planing to remain in place <br /> TYPICAL.0SECTIOIi A.C. Overlay Pavement Repair 1 = detail <br /> Sta. o+oo to sm. 28+30 7 SHOULDER DETAIL 1 <br /> e <br /> { j REPORT AVENUE <br /> ! G <br /> *Sta. 24+843 to Sta. 28+30 (Rt.) <br /> Limits of Clearing and Grubbing ` ` �; SIERRA LANE <br /> j fr See Shoulder Detail 1 and Mailbox Relocation. *See Shoulder Detail 1 . j 4° Sta. 00+60 to Sta. 06+52 (Rt. & Lt.) <br /> 0 <br /> 2' 2' ti { <br /> AGENERAL NOTES: <br /> w 24' Pavement Reinforcing Fabric �. <br /> 1. Asphalt concrete shall be placed as noted below: <br /> zVar. Var__� �, 0.17' & 0.20' Thickness - One layer with Pavement <br /> L -Of` VO+ t. Reinforcing Fabric on existing pavement. <br /> - <br /> '�'-- 4 .» 9 2. Placement of asphalt concrete shall not begin <br /> m ---- --J � '� r r until the asphalt concrete used in Pavement <br /> o ; Existing Roadway SIERRA LANE 0,17' AC. Overlay c Repair has been in place for 24 hours. <br /> M TYPICAL SECPON m 3. Shoulder Backing material at all radii shall be <br /> o Sta. 00+60 to Sta. 06+52 : ,a £ blended with the top 6" of native material as <br /> directed by the Engineer. <br /> F F . ' U :' n Limits of this work shall be confined to intersection <br /> radii plus 50' each direction. Payment for blending <br /> m wAst 6bsoL CnaI t% shall be considered included in the unit price paid <br /> for Shoulder Backing. <br /> 1z' 0'-2 1' — 12'� �10 6 4. Frame and Cover for maintenance holes shall be <br /> Conform adjusted to Finished Grade. Refer to Improvement <br /> Std. No. CW-R36 for details. <br /> r SOB, r Exist. A0. Surface <br /> 5. Existing drainage facilities are to remain in place. <br /> (' n V°rte Conform I I __ o The contractor shall conduct his work as not to <br /> ir________ . . <br /> _ modify or obstruct the existing drainage, unless <br /> !^ I --'- otherwise shown on the plans. <br /> _ Grading Plane 6. Water/gas valve frames and covers to be adjusted <br /> ry o ,dw y 'y--- Exist. Curb and Gutter b others after cora project. <br /> Existing Roadway/ Existing J \ Existing Roadway to remain in place Y completion of <br /> AAC Swale 7. Hand grinding of asphalt concrete pavement <br /> SHOULDER DETAIL 2 SHOULDER DETAIL 3 LONGITUDINAL PLANING will be required at locations where water valves, <br /> m REPORT AVENUE #.Sta. 27+053 to Sta. 28+30 Lt. REPORT AVENUE gas valves and maintenance holes are within the <br /> *Sta. 21+003 to Sto. 27+05 (Lt.) ( ) Sta. 24+84 to Sta. 28+30 (Rt.) planing limits. <br /> o *Stu. 21+003 to Stu. 25+00 (Rt.) SIERRA AVENUE 8. Cleaning existing drainage facilities shall be done <br /> Sta. 0+60 to 6+52 (Rt.& Lt.) prior to resurfacing. <br /> COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTION REPORT AVENUE & SIERRA LANE RESURFACING sheet No. <br /> (South End to Waterloo Rd. & Waterloo Rd. to Cherokee Rd.) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER pgTE CHECKED DATE APPROVAL 5COMMENDED DATE <br />