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/ <br />Cr <br />CL <br />0 <br />m <br />N <br />N <br />REC ODRAVWNG <br />Correotions By <br />No Changes By 4 <br />[Sate 1 �%��- 010 , <br />Any Person Using This Drawing Should 1W <br />All Information By Inspecting The Site Of VOk <br />---------- <br />---------- -----c� <br />n <br />I I <br />_ V#5 bar (Grade 60) <br />3" (Typ') -� -• ® 24" o.c. Each Way <br />* Conc. Foundation As <br />Per 5-Bay Quadguard <br />Rail System Requirement (Typ.) <br />FIGURE "A" <br />SCALE: 1 " = 2' <br />0' 1' 2' <br />(— <br />S C A L E I N F E E T <br />--j- Thrie Beam Bridge Railing Quad Beam to Thrie <br />Beam Transition Panel <br />-� 6,��"--► ��--It! -. 5 spaces__► <br />® l!-to� <br />T T Vl Vl <br />6" x $" Wood Post Existing Abutment do Blocks (Typ.)_ <br />Existing Wingwoll - <br />v Thrie Beam Bridge Rail <br />PLAN <br />SCALE: 1 " = 5' <br />0' 2.5' 5' <br />i i <br />S C A L E I N F E E T <br />Quad Beam to Thrie <br />Beam Transition Panel <br />- 5-Bay Quadguard Rail System (Model #QS2405Y) <br />-44 Traffic <br />Note: Refer to Manufacture's Design & <br />Installation Specifications for Details <br />5-Bay Quadguard <br />t <br />-.--—1 —'RE; <br />7 — —__— i T _ ---_— <br />, � _ . •, , • �//��//��/' <br />? .• i'�i�%i k�� ���� r/iv [�iv f-��� ����� /� <br />A I I r> I I I ! I I %�/i`!r�/� ��i� ' .� ,�• <br />L J L J L J L J <br />\i 6 Compacted Native Conc. Stab do Footing <br />t • / ��;!����/ See Fig. "A" For (g0% Min. Relative Shall Be Class "B" Conc. <br />Win wall �" ' ' /'�������� Reinforcement Details <br />g/i.� Compaction) <br />-4'-► <br />ELEVATION <br />SCALE: 1" = 5' <br />0' 2.5' 5' <br />i Muni <br />S C A L E I N F E E T <br />COUNTY OF SAN JOAQUIN SCALE AS NOTED GENERAL QUADGUARD DETAILS BRUELLA ROAD BRIDGE NO.29C-258 BARRIER RAILING REPLACEMENT Sheet No, <br />ACROSS MOKELUMNE RIVER 3 of Cl. <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OV I/�i£COMMENDED GATE01011/ <br />