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Transition Section <br />"W" Beam to Thrie Beam <br />6'-3" <br />Terminal System M.8.G.R. <br />Type SRT-350 Type 1 <br />37'-6" 25'-0" <br />P4ace Thrie Beam Bridge Rah <br />Aqd WO $ f4gl Posts On <br />existing An0hor Bolts ttyp.� <br />68'-9" <br />R&D Existing M.B.G.R. & Posts (Typ,) <br />I <br />I� iii III <br />I III III�� <br />I�/'III III �\I <br />I III III � <br />I III L III `� <br />I III o nl <br />I� ul ul �I <br />40' � I 'III III I <br />I � nl III `� <br />Transition Section <br />"W" Beam to Thrie Beam <br />6'-3" <br />( ui Eggs <br />---�--- <br />I I <br />Existing <br />P Markers (typ) Jack_ Tone _Road <br />I <br />Bridge No. 29C-081 <br />Remove Existing A.C. Dike I I <br />And Regrade As Necessary•: i <br />i <br />------- �� Ps ♦ I� III III � <br />40' Existing <br />A.C. Dike on <br />o I <br />-A- A- <br />i I III <br />r <br />Existing Exist <br />ing Field <br />— Existing Culvert Pipe Entrance <br />Ditch <br />F.H.W.A. Approved 8'-6" Radius <br />—Weak Post Intersection Guard Rail <br />(see sheet 8 for details) <br />Existing Power Polo <br />I I <br />I I <br />I I <br />I I <br />I <br />i Existing Residential Driveway <br />I I <br />I I <br />I I <br />I <br />I <br />Oft r% <br />6'-0" Radius M.B.G.R.— RECUmD AWIN61M.B.G.R. Terminal es System <br />(see sheet 8 s B <br />for details) Corrootlony G� p,t �" Type 1 Type SRT Y350 <br />No Chan B r r <br />g y � 25'-0" 37'-6" <br />Gate 2 <br />Any Person Using This D acting.S-ho,.►ld V0111roy <br />Transition Section A�i Infcrmatio6he' �ergfrn ��jdQ I She Of Transition Section <br />"W" Beam to Thrie Beam "W" Beam to Thrie Beam <br />a r � <br />6'-3" 68'-9" 6'-3" <br />COUNTY OF SAN JOAQ UIN SCALE: 1 ° = 20' <br />DRAWN BY DATE _PROJECT GINEER DATE CHECKED <br />Const. — <br />_ 15� <br />5 <br />0' 10' 20' <br />i <br />SCALE IN FEET <br />Existing Fence <br />R/W <br />E.P� <br />E.P. <br />t <br />Relocated Field Entrance <br />Driveway Type "D" <br />compacted 4" Class II A.B. <br />over shaped native <br />k-15' ---►-I <br />CONSTRUCTION NOTE: <br />Exist. P Markers shall be salvaged <br />by Contractor during construction, <br />and re —erected by County Maint. <br />Forces upon completion of project. <br />I <br />12' <br />4 <br />12' <br />R/W <br />GENERAL PLAN JACK TONE ROAD BRIDGE NO. 29C-081 BARRIER RAILING REPLACEMENT I Sheet No. <br />ACROSS MOSHER SLOUGH 7 of 9 <br />DATE SUBMITTED DATE APPR ECOMMENDED DATE <br />0 <br />A <br />