Laserfiche WebLink
Const. Const. <br /> Area of Earthwork <br /> Limits of Clearing and Grubbing I (Misc. Areas) <br /> and Mailbox Relocation <br /> 1, B A 12' 12' A B 1 , 12' 4' 4' 1, <br /> I <br /> . I <br /> Conform <br /> Conform q, _Var. I Var. 8q Conform Var— 8% — <br /> `V� �� — —� Val` 7777 —� - <br /> --= <br /> ,{}� �TZC 7RRC 75{ 75X` <br /> —-------- --- --------------- — --------------- <br /> Shoulder Backing Exist. Roadway t 0.25 Asphalt Shoulder Backing I 0.25 Asphalt Shoulder Backing <br /> Concrete Overlay Concrete Overlay <br /> 2. 0.12 Asphalt EARTHWORK <br /> N Concrete Overlay (Sta. 341 +00 to Sta. 346+00) Sta. 357+50 to Sta. 363+00 Lt. <br /> TYPICAL SECTION Sta. 369+90 to Sta. 371+00 Lt. -(Rt.) <br /> 0 D <br /> D <br /> Sta. 330+58 to Sta. 436+00 Sta. 434+00 to Sta. 436+00 Lt. <br /> 0 0 <br /> o <br /> M <br /> z <br /> D D <br /> M SHOULDER SCHEDULE <br /> GENERAL NOTES <br /> LEFT SHOULDER A B RIGHT SHOULDER A B <br /> 1. The Asphalt Concrete 0.25' shall be placed in two (2) layers with pavement Sta. 330+58 to Sta. 360+00 4' 4' Sta. 330+58 to Sta. 335+15 4' 4' <br /> reinforcing fabric placed between the existing surface and the first layer. <br /> Sta. 360+00 to Sta. 366+00 6' 0' Sta. 335+15 to Sta. 338+00 4' 0' <br /> 2. All Pavement Repair must be completed 18-24 hours prior to Sta. 366+00 to Sta. 369+00 4' 0' Sta. 338+00 to Sta. 346+00 4' 4' <br /> placement of Asphalt Concrete. , <br /> Sta. 369+90 to Sta. 371+00 4 4 Sta. 346+00 to Sta. 348+00 4 0 <br /> 3. Shoulder Backing material at all radii shall be blended with Sta. 371+00 to Sta. 371+20 4' 4' Sta. 348+00 to Sta. 357+50 4' 4' <br /> the top 6" of native material as directed by the Engineer. Sta. 369+90 to Sta. 371+20 4' 0' Sta. 357+50 to Sta. 363+00 4' 0' <br /> Payment for blending shall be considered as included in Sta. 371+20 to Sta. 380+00 4' 4' Sta. 363+00 to Sta. 366+00 4' 4' <br /> the unit price paid for Shoulder Backing. <br /> Sta. 380+00 to Sta. 383+00 6 0 Sta. 366+00 to Sta. 369+00 42 0 <br /> 4. All earthwork (except for final lift of shoulder backing) Sta. 383+00 to Sta. 388+00 4' 4' Sta. 369+00 to Sta. 380+00 4' 4' <br /> shall be completed prior to placing final layer of asphalt Sta. 388+00 to Sta. 391+00 6' 0' Sta. 380+00 to Sta. 383+00 4' 0' <br /> concrete. No Shoulder Backing Material shall be deposited Sta. 391+00 to Sta. 414+30 4' 0' Sta. 383+00 to Sta. 460+00 1 4' 1 4' <br /> n or drifted on the final lift of asphalt concrete surfacing. Sta. 414+30 to Sta. 421+00 4' 4' <br /> O (A 5. The contractor shall conduct the Shoulder Backing operations Sta. 421+00 to Sta. 423+00 4' 0' <br /> N o so as not to disturb or obstruct any existing drainage. Sta. 423+00 to Sta. 424+00 4' 4' <br /> Sta. 424+00 to Sta. 427+00 4' 0' <br /> Sta. 427+00 to Sta. 430+00 4' 4' <br /> X Sta. 430+00 to Sta. 433+00 4' 0' <br /> M Sta. 433+00 to Sta. 436+00 4' 4' <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND LOUISE AVENUE RESURFACING Sheet No. <br /> GENERAL NOTES (Austin Road to Jack Tone Road) 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVALa RECOMMENDED DATE <br /> /0�3�e5 f0ifc/j�/l � 1013loS � l 6 "► ,�K/!/a �� � <br />