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q <br /> Cost. <br /> Limits of Clearing and Grub ling and Mail Box Relocation <br /> GENERAL NOTES: Earthwork I Earthwork <br /> 1 . 0.25' Asphalt Concrete surfacing shall be laced in two 2 (Misc. Areas) I (Misc. Areas) <br /> P 9 P ( ) 4' 10' 10' 4' <br /> layers of approximate equal thickness. See Detail below for See Detail below for <br /> Shoulder Schedule. I Shoulder Schedule. <br /> 2. Surplus material from excavation (earthwork miscellaneous areas) can <br /> be placed immediately adjacent to the excavated areas, to reinforce <br /> existing berms. This Material is to be clean, no Asphalt Concrete Conform L27, I 29, Conform <br /> or other deleterious material. <br /> Existing _ _Roadway <br /> __ __ --- <br /> 3. <br /> _3. All earthwork, except for the final lift of Shoulder Backing, shall --be completed prior to placing the final lift of Asphalt Concrete Shoulder Backing (Typical) 0.25' Asphalt Concrete Overlay <br /> Surfacing. No shoulder backing shall be deposited or drifted <br /> on the final lift of Asphalt Concrete surfacing. <br /> 4. At locations within 50' of roadway intersections, the contractor OLEANDER AVENUE <br /> shall scarify native soil adjacent to pavement to a depth of <br /> 6 inches and blend Shoulder Backing material prior to compaction. TYPICAL SECTION <br /> i 5. Removal of Asphalt Concrete Dike, where shown on the plan, shall <br /> be done in such a manner as not to damage the Existing Asphalt Earthwork <br /> n Concrete surface below the dike. The cost foe removal is included Const. <br /> o in the Lump Sum price of the Clearing and Grubbing item of work. (Misc. Areas) <br /> 3 m 6. Material used for Shoulder Backing shall be "Selected Material" (Top Soil) 10• 4' 4' <br /> a > at the following locations: <br /> m Fiaa Avenue: <br /> Sta. 41 +00 to Sta. 42+00 (left) i Finished Surface <br /> Peach Avenue <br /> s Sta. 10+00 to Sta. 13+00 (left) I 9X <br /> Sta. 15+00 to Sta. 21 +00 ((Rig t) _ <br /> Sta. 16+00 to Sta. 20+00 left) <br /> This material will be measured and paid for as Shoulder Backing Item of work: __ Conform <br /> Approximatly 40 Tons. Shoulder Backing (Typ.) <br /> (A EARTHWORK (Misc. Areas) SHOULDER SCHEDULE <br /> /� ® �j /��/�� t� 1. _. (Right) <br /> RECORD DRAWING (Left) <br /> � FIG AVENUE <br /> 0 Corrections HV _ NW Radius 0.20 Stu. NW Radius 0.20 Sta. <br /> m No *an PEACH AVENUE <br /> SW Radius 0.20 Sta. <br /> 8544` <br /> � Ay.� pu�r, •.., n This Drmvl ;� None <br /> m s' 9 fl�j Volil�f Stu. 4+10 to Sta. 4+70 0.60 Sta. <br /> 0 <br /> A8 m!x + ^ 9� ins;ect!Kn The 9i ii Mlork. Total 1 .00 Sta. Total 0.20 Sta. <br /> COUNTY OF SAN JOA UIN No SCALE TYPICAL SECTION FIG AVENUE AND PEACH AVENUE RESURFACING sheet No. <br /> Q AND GENERAL NOTES 2 of a <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SU MITTED DATE APP V UECOMMENDED DATE <br />