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i- Const. <br /> r -- -- --- - - - Limits of Clearing and Grubbing— <br /> and <br /> rubbing and Mailbox relocation. <br /> 1 - - 10'-20' -. . ____ - 10'-20' — _ _ <br /> Forplacement,0' Pav seeeral Notes No. 1 2 <br /> 1 '_ 1 2y Var. _. ( Pavement Reinforcing es N ) _ _ y <br /> Var. 3 <br /> ■ Earthwork <br /> Conform .r. I Vac (Misc. Areas) Conform <br /> Variable Deptlr 0. 5" Asphalt Concrete Overlay- \— Variable Depth <br /> Shoulder Backing (Typ) '\ Sta. -1+12 to Sta. 51+25 Shoulder Backing (Typ) <br /> \Existing Roadway 0.17' Asphalt Concrete Overlay <br /> Sto. 51+25 to Sta.73+00 <br /> TYPICAL SECTION <br /> Sto. —1 +12 to Sto. 73+00 14'--yl— 2' <br /> SHOULDER DETAIL SCHEDULE <br /> o LOCATION TYPElac — <br /> ^ '+ Stu. -1+12 to Sta. 46+02 (Lt.) F1 Sta. 0+12 to Sta. 3+50 (Rt.) <br /> Sta. -1 +12 to Sta. 33+31(Rt.) ❑2 <br /> > Sta. 51+25 to Sta. 73+00 (Rt.) �2 <br /> g m Sta. 51+25 to Sta. 54+80 (Lt.) ❑2 <br /> Sto. 70+45 to Sta. 73+00 (Lt.) ❑2 ■ Earthwork <br /> (Miscellaneous Areas) <br /> Const. I Sta. 25+48 to Sta. 26+11 (Rt.) <br /> 1 6' <br /> St27+09 tSt2772 Rt. <br /> -� — - ( ) <br /> 0.08' 18'- 6'_ 12 c 8' o. o a. + <br /> 20' - - 0.08' <br /> 0.04' 4'-6' f12 U <br /> m ' � Vac � � <br /> — -- -- I - - -- - — Exist. C.G.&S. to <br /> x� remain in place <br /> z -- -- - - — - - Sta. 33+31 to Stu. 50+82 (Rt. <br /> Sta. 67+50 to Sta.70+45 (Lt.) Sta. 46+02 to Sta. 51 +25 (Lt.� <br /> 0.17' Asphalt - <br /> m Concrete Overlay LONGITUDINAL PLANING DETAIL <br /> o Sta. 55+37 to Sta. 67+50 (Lt.) <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION TULLY ROAD RESURFACING Sheet 10 <br /> (Brandt Road to Hammond Street) 2 of 10 <br /> DRAWN BY I DATE PROJECT ENGINEER I DATE CHECKED DATE SUBM/IT�-TED G�A/TE APPROV ECOMMENDED D TE <br /> PTir+lro F/Q' a.QR �i+*�Q" /�/co bloc j/Y4d 4m/ W.- Od <br />