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I i <br /> Const. 2 Const. <br /> itrL�4' 4' 12 ❑ 8' 12' SHOULDER SCHEDULE <br /> E o LEFT NO. RIGHT NO. <br /> 1 Sta. 10+00 to Sta. 18+00 2 <br /> c '-'-' o w Sta. 10+00 to Sta. 17+00 <br /> o Sto. 18+00 to Sta. 22+00 2 Sto. 18+50 to Sta. 19+50 3 <br /> _ 8% Sta. 23+00 to Sta. 50+00 1 Sta. 20+00 to Sta. 28+00 2 <br /> Vor. Vor <br /> �—� _ - � `� Sta. 51 +00 to Sta. 56+97 2 Sta. 29+00 to Sta. 37+50 1 <br /> ep <br /> oa _ Sto. 56+97 to Sta. 57+50 4 Sta. 38+00 to Sta. 39+00 1 Sta. 57+50 to Sta. 83+00 2 Sta. 39+50 to Sta. 48+00 1 <br /> Variable depth.) %/� Variable dth. Sto. 83+50 to sta. 85+50 1 Sta. 48+50 to Sta. 52+50 3 <br /> Sto. 86+00 to Sta. 89+35 2 Sta. 53+00 to Sta. 55+00 2 <br /> Existing Roadway Existing Rdway Sta. 89+35 to Sta. 91 +46 4 Sta. 56+00 to Sta. 57+07 1 <br /> Sta. 91 +46 to Sta. 93+00 2 Sat. 57+07 to Sta. 57+59 4 <br /> DETAIL NO. 1 DETAIL N0. 2 Sta. 93+50 to Sta. 96+00 3 Sta. 57+59 to Stc. 61 +00 1 <br /> Sta. 96+90 to Sta. 116+58 5 Sta. 62+00 to Sto. 66+00 2 <br /> Sta. 66+50 to Sta. 68+50 3 <br /> Const. Sta. 69+00 to Sta. 81 +00 2 <br /> Earthwork 4 It Sta. 81 +50 to Sta. 88+50 3 <br /> t, Sta. 89+00 to Sta. 90+97 2 <br /> (Misc. Areas—Type 1 ) Cong <br /> Sta. 90+97 to Sta. 91 +39 4 <br /> E 4' 12' Sta. 91 +39 to Sta. 1 16+58 5 <br /> _0 <br /> co 0.04' A.0 finished Surface <br /> o w Stations omitted are transition areas between shoulder details. <br /> U <br /> Var, _ 8% or. =Vor. <br /> Var. Depth <br /> i D <br /> 0.30' Existing ExisB <br /> 30' Existing ridge Deck <br /> DETAIL N0. 3 Roadway DETAIL N0. 4 <br /> s (@ Bridges) LEGEND <br /> Const. "D" = 4' Winedraw Slough <br /> V► A Earthwork (Sta 57+25) Br. No. 29C-375 <br /> n Shoulder Backing Material (Gravel) <br /> (MiscAreas—Type 2). <br /> �y m 4 4 12 "D" = 8' Pixley Slough Asphalt Concrete <br /> V A <br /> E (Sta. 91 +25) Br. No. 29C-266 <br /> 01❑ Shoulder widths may be reduced as to not obstruct <br /> = o o_ existing drainage. See X—Sections for deviations <br /> M U w in width. <br /> z — 2%- 4' Shoulder width — Sta. 78+92 to Sta. 82+20. Lt. <br /> Joj Shoulder backing material adjacent to landscaped <br /> r Existing Roadway areas shall be "Top Soil". <br /> m % 0.25' <br /> 0.50' Asphalt Concrete <br /> b Imported Borrow <br /> z or Native Material DETAIL NO. 5 <br /> No scuE SHOULDER DETAILS MICKE GROVE ROAD RESURFACING Sheet No. <br /> m COUNTY OF SAN JOAQUIN (Eight Mile Rood to Armstrong Rood) 1 3 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVA COMMENDED DATE <br />