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copse <br /> I <br /> Limits of Clearing and Grubbing and Mailbox Relocation. GENERAL NOTES: <br /> 1. Placement of asphalt concrete shall not begin <br /> See See until the asphalt concrete used in Pavemept <br /> Shoulder 03 © Shoulder Repair has been in place for 24 hours. <br /> Details Details 2. Existing drainage facilities are to remain in place. <br /> © Pavement Reinforcing Fabric The contractor shall conduct his work as not to <br /> modify or obstruct the existing drainage, unless <br /> otherwise shown on the plans. <br /> 3. Shoulder Backing material at all intersection radii <br /> _____________ shall be blended with the top 6" of native material <br /> L---- ---------- ---------- as directed by the Engineer. Payment for blending <br /> Existing Roadway TYPICAL SECTION shall be considered as included in the unit price <br /> ARMSTRONG ROAD: Sta. 1+68 to Sta. 62+00 0.25' A.C. Overlay paid for Shoulder Backing. <br /> MUNDY ROAD: Sta. 0+10 Sta. 26+34 4. Asphalt Concrete shall be placed as noted below: <br /> 0.17 Mundy Rd. Armstrong Road: 0.25' — Two (2) layers of <br /> m 0.25' Armstrong and Furry RoadsCa f approximate equal thickness with pavement reinforcing <br /> i 20' Armstrong and Fur Roads - - Fabric placed on existing surface. <br /> v © 9 Furry Limits of Clearing & Grubbing <br /> 22' Mundy Rd. Furry_Ro_od:: 0.25' — One (1) layer with Pavement <br /> 10' <br /> i Armstrong and Furry Roads a 4� E <br /> ❑5 R einforcing Fabric placed on existing surface. <br /> 4 © <br /> 3 11.5'± Sto 50+08 to Sta 51+33, Lt. (Armstrong Road). o Mu�nd Road: 0.17' — One (1) layer with Pavement <br /> Conform at concrete mowing strip. w Var o einR forcing Fabric placed on existing surface. <br /> 0 12' Mundy Road �` <br /> 1/1�i11 �g� 5. Where superelevations exist on .horizontal curves, <br /> ® 20' Armstrong and Fur Roads, i <br /> 9 Furry surface slope and drainage shall conform with the <br /> m 24' Mundy Road —� <br /> 8 z �a existing surfacing. <br /> -- <br /> T <br /> a i © Armstrong Road: <br /> i m 2' Sta. 4+50 to Sto. 5+60, Rt 6. The Contractor shall enter into an agreement with <br /> o Variable Depth the Central California Traction Railroad Company for <br /> Mundy Road: Shoulder Backing ( YP ) <br /> T Natural work within the railroad's jurisdiction. <br /> 0 2' Sta. 12+70 to Sta. 13+00 Lt ground Contractor shall notify C.C.T. Co. Railroad 48 hours <br /> 2' Sta. 13+80 to Sta. 14+42, Rt SHOULDER DETAIL — 1 prior to performing any work at railroad crossing. <br /> (Clear 2' decorative rock. �. <br /> Salvage material to be returned <br /> to property owners.) 7. Where top soil is required it shall conform to the <br /> I Limits of Clearin & Grubbin requirements of Section 20-2.01 'Top Soil" of the <br /> Sta. 5+85 to Sta. 7+70. Lt <br /> (Protect existing sprinklers.) Standard Specifications, see Spec. Prov. 19S. <br /> I a 2'�®-4 - <br /> 2' Sta. 9+65 to Sta. 11+15, Lt i wr I E <br /> (Top Soil) Sta. 12+45 to Sta. 12+95 Rt I x w <br /> ,n (Protect existing sprinklers.) EDD7Z or, c <br /> Sta. 22+70 to Sta. 24+85, Lt <br /> o (Remove 2' ivy & shrubs.) <br /> f ® Armstrong Road: <br /> Q m Var. De th Shoulder <br /> I� A 2' Sta. 49+30 to Sta. 59+50, Rt Backing (Typ.) <br /> m SHOULDER DETAIL — 2 <br /> Z <br /> Armstrong Road: <br /> O P Stu. 24+00 to Stu. 36+40 (Rt.) <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL N ARMSTRONG AND MUNDY ROADS Sheet No. <br /> AND GENERAL NOTES RESURFACING 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> �arv..�dsan� 2/os ! FIs va 4/7/a� �cdt 3�d3 <br />