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Const. SHOULDER SCHEDULE <br /> Limits of clearing and grubbing Const. Limits of clearing and grubbing <br /> relocation-and mailbox reloc <br /> _—______- and mailbox relocation LEFr RIGHT <br /> • <br /> Earthwork Station to Station Detail Station to Station Detail <br /> 4 ---- 1' (Misc. Areas) <br /> ❑1 HILDRETH LANE <br /> A.C. Overlay E I 12' L •2 1' 94+21 to 98+00** 2 94+21 to 108+50 2 <br /> o E 98+00 to 112+70 1 108+50 to 111 +00 1 <br /> C 112+70 to 122+00 2 111+00 to 117+00 2 <br /> or._ Va_•,_ U A.C. Overlay o 122+00 to 127+00 1 117+00 to 119+00 1 <br /> aaaU <br /> ---- 8% Vor_ - - 127+00 to 154+00 2 119+00 to 123+00 2 <br /> -- 154+00 to 155+50 1 123+00 to 142+00 1 <br /> Variable Depth -__-_- --J 155+50 to 157+50 2 142+00 to 152+00 2 <br /> Existing Roadway Shoulder Backing 157+50 to 163+55 1 152+00 to 163+55 1 <br /> Existing Roadway -- Shoulder Backing ** Sto. 96+20 to 97+00 (Lt.) <br /> DETAIL 1 White Lane: Conform to existing landscaping <br /> 4' at Sto. 39+72 to 42+15 Lt. WHITE LANE <br /> 4' at Sta. 43+80 to 47+80 Rt. <br /> Solari Ranch Road 0+30 to 1+80 2 0+30 to 1+00 3 <br /> 4' at Sto. 0+19 to 7+50 Lt. 1 +80 to 39+72 1 1+00 to 7+10 1 <br /> 39+72 to 42+15 3 7+10 to 12+92 3 <br /> 42+15 to 50+74 1 12+92 to 16+25 1 <br /> OL <br /> Const. Limits of clearing and grubbing DETAIL 16+25 to 21+50 3 <br /> and mailbox relocation <br /> 21+50 to 26+65 1 <br /> Zt 26+65 to 31+00 3 <br /> •4 31 +00 to 33+40 1 <br /> a m A.C. Overlay ' 1, 33+40 to 50+74 3 <br /> SOLARI RANCH ROAD <br /> Val E <br /> 0+19 to 7+50 3 0+19 to 25+50 1 <br /> ; J 7+50 to 13+00 1 25+50 to 31+00 2 <br /> s ———-� =i ,ll- ii— U • <br /> ----- " ' '- TM w 13+00 to 17+50 2 31+00 to 33+00 1 <br /> 12 0.25' Shoulder Backfin - �; �ra. rr � � f" t'P,27 <br /> 17+50 to 25+50 1 33+00 to 49+12 2 <br /> Existing Roadway 9 ' <br /> Imported Borrowtin "j''f " 25+50 to 49+12 2 <br /> (May include excavated materials <br /> from Eorthwork-Misc. Areas) ♦ NOTE: <br /> Reduce as needed at obstructions <br /> wl :0 such as fences, trees, poles, ect. Lown frontages shall receive topsoil conforming to the <br /> section 20-2.01 "Top Soil" of the standard specifications, <br /> DETAIL see special provisions 19S. Locations to be determined by <br /> W rn the Engineer. Payment for this sholl be included in the bid <br /> price for shoulder backing. <br /> rn <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE SHOULDER DETAILS HILDRETH LANE, WHITE LANE, AND Sheet No. <br /> SOLARI RANCH ROAD RESURFACING 3 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECK DATE APPROVAL RECOMMENDED DATE <br />