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/;6„ <br />CONST WIpS wall Type 'B" <br />H=5, S=6. Ref S.P D85-.3. <br />R /W j <br />5 <br />C ONS T. DRA IS ROA D <br />CONST. l411?s va// Ty e rB <br />H=8; L=/0. Pef. S.PD 843. <br />CONST Tercmir7al sePion Tyoe "Aof <br />Ref S. P. A 77- C. 8 S. CTyPica/J <br />6 �. <br />6=3" 5Rai/Post Spaces 6'3 <br />Refer to Sh is -4t- 9 for <br />Brid`ye Approach RailinDetai/s <br />(7y -pica /) <br />Pince ,S, cl Co, ,Bench Mark <br />,Pail Post- ©rr Parapet de fai/,3 <br />i <br />C ONS T` Double 6'x 5'-A x32.58" <br />P.C.C. Box CulVert- at Sta. 5t/0. <br />Ref SP D 81-2.9. D 8-3--4�A62--A3 <br />COAIS T. AV/r)gwa /I Type 'A" <br />H f L= 7. Ref. S.P. D 84 .3. <br />NOTE.- Use H = 7" for <br />GVlo,ywall Reinforcement <br />F Footing. <br />6'= <br />3, / Post ,5, <br />/9'- 3" <br />v <br />¢S� <br />esQ 6�3�� <br />PLAN <br />cSca/e.' �"-/.0.. <br />/6 <br />END EL. EVA TION <br />Scale: 6 /� 0" <br />PR wT ENGINEER DATE C SUBMITTED BY DAVE APPROVAL REC,04 MENDED BY DAVE <br />17176 <br />6' <br />AvIn. <br />Limits o>`' C/earir� Grubbir�c <br />94 �2' - --- /2' <br />1y2 \ 0.5'A. C. <br />' � This oirr�er�sior> varies (�P apprcaach <br />COUNTY OF SAN JOAQU I N <br />TYPICAL 6 EC T/ ON <br />�,5e-ale: %" / d" <br />lyvte: <br />Au7'-01na74icsc,-PPdana'9rade sPr7sin9 con fro/s A//// /70/ 6e <br />rP9uirPd on aspha/f�ayer eQuiP�Pnf <br />32'- 7 <br />CONST. <br />EL EVA T/ON <br />/�_ / / O sr <br />Scale: <br />SCALE. AS NOTED <br />on <br />6� <br />Min. <br />Meta/ ,Beam Bridge <br />Rallir`y. See Sht 9 <br />A <br />or details. <br />ES 7-//YIA TE"D QUA N T/ T/E S <br />DUA/VT/TY <br />B/?/,D6E REmoklAL. / L •S. <br />STR�cTU,��" EXc,4YAT/oA1r3ox Cuiut <br />STRUCTURE BACKF/L L CBox CUIV f) <br />STRUCTURE CD/\/CRETE( x Cu/vt) <br />BAR RE/NFaIXING v7 -EEL (fix Cu/vt) <br />MEMS BEAM 45006E RAIL /NG <br />65 C. y(F) <br />49 C.Y(F) <br />44 C. Y(F) <br />6000 Lbs. OFA <br />94 L.F <br />CL. EAk211V6 £ GIC U58/NG <br />EARTHWORK Cllilisc. Areas) <br />A.SPI✓/AL T' CONCRETE (Tyloe B) ,306 TANS <br />PROPEkT y FEN. CE 171- G�/,�, w� e/ �3 5j Z . F. <br />,oar <br />�F� Demotes ir�al loiay yuant�t�. <br />3 <br />v <br />h <br />V <br />\' J <br />l <br />GENERAL PLAN ' PROJECT DRAIS ROAD �J�0,`jSHEE S <br />TYPICAL SECTION IDRAWING No.'3 t <br />I MOV.au-c � W - <br />