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Existing Bridge Deck, Curb <br />and MBGR to remain in <br />place unless otherwise <br />14 shown on plans (Typ) R W <br />%y Existing Wooden Guard 27± <br />0 / <br />y Railing and Retaining <br />Wall to remain in place <br />US 12' <br />S <br />st MB _ <br />pito �9 xi 1 GR + EXISTjN - <br />sTaA�, N Rei e 68 73 to Hinge Point C AC+ESS DR FVEE EP <br />Sj a.� 10' E J WAY <br />y0 o Sp f9C�ek/9x iy <br />�n ��� RSA e (970 ?�C TyAe CRt) `v Const <br />M M!�IHi� <br />x 9e point s °'' q 82+50 BRIDGE <br />ro — <br />o Q7 'SO'�C -� � $4 <br />Sta 79+43 to Sta 82+58 (Rt) 291C-133 <br />R&D 315 LF Existing AC DikeCo <br />IN IN,X <br />C <br />R X3 m� <br />0 o <br />/ Existing Bridge Approach m RBCS 3/4 wrap Hinge Point �3t P <br />MBGR to remain in <br />Sta 79+81 to Sta 82+58 (Rt) end section I`i .��� ,-,%�-, ,IN <br />� �'op�t <br />place unless otherwise Place 277 LF AC Dike (Type F) Place Sacked Concrete <br />shown on plans (Typ) Refer to SP RSP A77C4 and A876 Slope Protection + 27'f ) + <br />2'� = Limits of Earthwork (Miscellaneous Areas) END 1LEMAL MIN L <br />Sacked Concrete Slope Protection <br />M'o Place AC Dike <br />0 2 P.8pp Hinge CONSTRUCTION NOTES: <br />3 Point <br />Reinforced 3' Var 1Q Voids created from the R&S of the wood posts of existing bridge approach MBGR shall <br />103; <br />Co trete Pad o be backfilled' with material equal or better than the native material, backfilled in 8 inch <br />Mqx <br />lifts (Max), moistened and compacted to 95% relative compaction. <br />o <br />Existing l�ht�s e <br />Roadway J 93/x" = =mss / 8 Q2 Place Impact Attentuating System (Test Level lll) with transition railing per <br />9%P1 �2 Earthwork manufacturers specifications. <br />4, (Miscellaneous Areas) Q3 Sta 79+43 to Sta 79+81 (Rt) R&S 37.5 LF Existing MBGR and Place 37.50 LF <br />� <br />SECTION C— Terminal System (Type SRT). Refer to 2006 SP RSP A77E1 (Type 11'B Layout) and <br />NOTE: Compact existing native soil and Imported A77L1. <br />Borrow to a minimum of 90% relative compaction. <br />dOAQUIN` <br />NO SCALE <br />