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SHOULDER SCHEDULE LEFT RIGHT Const. Station to Station I Type Station to Station Type 0+25 to 0+75 5 0+25 to 2+00 4 Const. 0+75 to 4+50 1 2+00 to 5+00 2 Limits of Clearing and GrubbingI 4+50 to 9+00 4 5+00 to 9+00 4 and Mailbox Relocation 9+00 to 13+50 3 9+00 to 11+00 3 Existing I Limits of Clearing and Grubbi Earthwork Misc. Areas) - 13+50_to_ .17+OOT4_ 11+00 to 14+50 4 C( ) `0 Fence and Mailbox Relocation q 2 0 I 10 E`o 10 77+00 to 21+00 3 14+50 to 16+50. __ 2 4' 2' `c 21+00 to 26+50 1 16+50 to 17+50 4 I o 26+50 to 27+50 5 17+50 to 18+50 1 __ 0 27+50 to 42+00 3 18+50 to 20+00 4 42+00 to 48+50 4 20+00 to 24+25 1 Vara 8% �.a<• _I�I,w c I V—y 89-� Var 48+50 to 52+00 2 24+25 to 26+50 3 V - - � 52+00 to 54+50 5 26+50 to 27+50 5 54+50 to 56+50 1 2 27+50 to 40+50 4 56+50 to 67+00 4 40+50 to 41+50 1 It_ Exist. Roadway Shoulder Backing 67+00 to 71+00 1 41+50 to 48+00 2 Exist. Roadway Shoulder Backing 71+00 to 74+00 4 48+00 to 52+00 4 74+00 to 82+00 2 52+00 to 56+50 2 m TYPE 2 TYPE 4 82+00 to 88+00 5 56+50 to 58+00 4 i 58+00 to 60+00 2 9 0 60+00 to 66+30 4 66+30 to 76+00 1 76+00 to 81+50 5 NOTE: A.C. Leveling and A.C. Widening 81+50 to 84+50 1 84+50 to 88+00 5 not shown for clarity. N r Const. N m m Const. Const. i I Limits of Clearing and Grubbing and Mailbox Relocation E o Existing I Limits of Clearing and Grubbing I Limits of Clearing and Grubbing cI Earthwork (Misc. Areas) o Fence and Mailbox Relocation E and Mailbox Relocation E 10' 4' 4' U I 10' q• q• I 10' 4' c � U U Vara 8% Jo l-1 it I V—L 8 Var I Var—� uw Exist. Roadway Shoulder Backing I Exist_ oa Rdway variable Depth –O Exist. Roadway Shoulder Backing Shoulder Backing TYPE 1 TYPE 3 TYPE 5 s 3 o COUNTY OF SAN JOA UIN =NOSCALE SHOULDER DETAILS SUTLIFF AVENUE IMPROVEMENTS Sheet No. Q (River Road to State Highway Route 120) 3 of 8 DRAWN 6Y DATE PROVE ENGINEER pg7E CHECKED DATE APPROVAL RECOMMENDED DATE