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Refer to S.J. Co. Std. Drawing No. S-4 Relocate 37'-6` 1� B.G.R., Cable <br /> *Grout Frame to Manhole for Frame and Cover details. Anchor Assembly (Bre kaway—Type A) Relocate "P" Marker <br /> #5 Rebar--, to remain <br /> M.B.G.R. and Terminal Section Type C). <br /> Min. <br /> 8" Min. qhtin. <br /> 8" Min. r+� w w I I I I �—l= y M. y 4' <br /> Class B Concre a <br /> J ti 9 <br /> Minor Structure -� No. 2109 <br /> 58 <br /> Precast reinforced concrete Exp. g_ _97 <br /> grade adjustment rin s shalla used as required 'to adjust OD n `n7 <br /> Frame and Cover. + + 0 <br /> CJI <br /> 40 ^ N C6►.IE� <br /> 5'—T I N N O <br /> SECTION A—A v o N c*t�nn )'17. <br /> Place Double layer of N V) <br /> 6x6—W 1.4xW 1.4 <br /> Frame and A welded wire fabric. EXISTING METAL BEAM GUARD RAILING <br /> Grate #5 Rebar (Typ.) 1 1, _I <br /> _ I (T—Y.p•) <br /> Reset "P" Marker <br /> 12"+6 orZ 6"x8" D.F. Posts and Blocks <br /> 36"0 R.C.P. _ <br /> ® 6'-3" c.c. (Typ.) Reset T rmife Section <br /> I "Hour Class B Concrete (TYPe C� Refer to <br /> 24"0 opening, l l Ca�a to connect S.P. A77H for details. <br /> grout smooth all The flowlecce n pi of 6" 6" as sown, Pipes Reset Cable Anchor Assembly--- <br /> elevation. <br /> edges of pipe connected pipes <br /> openings. shall be the some <br /> Breakaway–Type Af Refer to <br /> elevation. S.P. A77G for details. <br /> 1 _6 PIPE CONNECTION DETAILS <br /> T� —� <br /> PLAN VIEW —IL I -N—L jL -j— —I I I I I 4' <br /> SADDLE—TYPE MANHOLE DETAILS <br /> 0 <br /> Refer to S.P. A81 <br /> 2 (Typ.) �1515�A for additional details. <br /> J <br /> O OO —I— Modules 25' existing M.B.G.R. + <br /> ry 4' OO OO T 0.20' Asphalt and end section to °D 0 <br /> O OO Concrete pad remain in place. (D n N <br /> 0 O.G. N N o <br /> Asphalt Concrete Pad A Nn <br /> N <br /> Reconstruct 37'-6" existing M.B.G. <br /> PlAI� SECTION A—A Construct 25'-0" M.B.G.R. A7 ATYA77D and A77Effortdetails. <br /> � Refer to S.P. A77A for details. <br /> CRASH CUSHION (SAND—Fl l FD) DETAILS <br /> ARRAY "A" RECONSTRUCTED METAL BES GUARD Rel ING <br /> EIGHT MILE ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN No s� CONSTRUCTION DETAILS (State Route 99 to state Route ss) 7 of 8 <br /> DRANM BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE VAI. NDED DATE <br /> Erika A. Richert 6/96 J, JL-4 moi,„_ L&W o, 7/ ten_— ..O /_.f1 , , 1 <br />