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See Railing Details on Sheet 6 <br /> 0.25' A.C. Overlay 1 N N ? 120' A.C. Trans. <br /> 0 0.25' A.C. Overlay _ <br /> r► r► o <br /> 0 0 <br /> 3 3 <br /> O — Cf) (n <br /> N 80' q °�° ® o Earthwork o <br /> � co <br /> ° ccn CD 2. (Misc. Areas—Type 2) <br /> D o �t Refer to SP A77F and P <br /> Const. ao CD — CD + etails on sheet 7 + <br /> W H!D \ O NO Oo <br /> E.P. + cn + <br /> (D <br /> (D <br /> `° L77 <br /> Cli CHRISMAN BRIDGE N0.` ROAD <br /> o <br /> s 183 184 29C1 CD <br /> —221: 185 186 187 <br /> CD • <br /> rn <br /> o Remove 1 L.F. of existing damaged <br /> o <br /> Err z '�"u�==rzr v U) o 0 o CSP. Place 12" Dia. X 40 L.F. CSP <br /> E.P. (0.079 thick). Pipe invert to be 0.3' <br /> ID <br /> " Exist. below ditch flow line. Clean existing <br /> + � Roads � + pipe. <br /> o0 110, o co Milo' o <br /> Place 24" Dia. X 80 L.F. CSP Earthwork (Misc. Areas—Type 2) <br /> :Z — <br /> (0.109" thick). Pipe invert to be Refer to SP A77F and details on Locate end of existing 24" 0 CSP <br /> 0.3' below ditch flow line. sheet 7 repair damaged section as necessary. <br /> o Clean existing pipe. Payment for repair shall be paid for <br /> under "Force Account" item. <br /> m <br /> m 0.25' A.C. Overlay <br /> 200 1200 200 <br /> N <br /> Q 0 Q 9 <br /> D <br /> o <br /> Const.— <br /> CD <br /> onst. ^' <br /> O N <br /> O <br /> C: +o E.P. N o N o 0 0 <br /> CD o o 1 0 0 0 <br /> CD M <br /> • • CD <br /> 0- 0 CHRISMAN 0) 0 ; ROAD <br /> oCD — 198 210 211 212 CD <br /> • <br /> 196 197 � � C <br /> CD <br /> M (0 cn <br /> M fi <br /> E.P. <br /> Z <br /> 0 <br /> CHRISMAN ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO sc PLAN (Durham Ferry Road to Linne Road) 4 of 9 <br /> nRAwN W I DATE I PROJECT ENGINEER I DATE -C�ED DATE APPROVAL RECOMMENDED I DATE <br />