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mil Wing Wall Section(Type 27A Modified) Bridge Section(Type 27 Modified) <br /> 6'-0" Trans.(Typ.) I oESSI <br /> B A `� M y�, <br /> ao No. 21258 <br /> t y * <br /> Up. 9-30-97 <br /> sf �Q <br /> qTF cIV1� �� <br /> B A ------?. ........-- ......- -- -- .......I L----..i �F CALIFS <br /> - - <br /> I <br /> PLAN <br /> 2—#4� ` <br /> i I <br /> Metal Beam Guard 00 <br /> Rail Connection N <br /> 10 Dimension may vary withslope <br /> & with certain thickness of <br /> surfacing. <br /> Note: The Contractor shall verify all <br /> #4C tot. 2 Bridge Sect-ton #6 015 controlling field dimensions <br /> 1'-5" � any <br /> before ordering or fabricating <br /> Wingwall Sect. #5 015 <br /> END DETAIL <br /> 8" ELEVATION <br /> T <br /> ( YP <br /> 1" chamfer 7 <br /> 3— 5 ® 6, Sta er 3—#5 ® 6 <br /> 0 4 cont. tot. 6 # g9 lh 4 cont. tot. 6 <br /> i # Splices I Stagger Splices # <br /> � ( I � I <br /> n. y I 0.� #5 n® 15 max. a0 n #4 n ® 18 <br /> N #5 \ ® 15 max. 1 <br /> I I \ <br /> o I /R=1" 0.10' A.C. Overlay o 3'-0" min. <br /> c I A.C. Var. Depth Overlay 0.10' A.C. Overlay <br /> N i - <br /> M Saw Cut TEx,�t. Surface <br /> To of exist. bride deck Exist. A.C. <br /> a Remove exist. bridge Z P 9 #5 cont. \ i Exist. A.C. <br /> rn fn railing and posts. JIZ --- - --- uf g" Exist. Surfacedr,Drill & Bond 6 ® 15 �O•# I Drill & Bond #6 0 15 0. <br /> M Drill & Bond #6 X 1'-10" lO in 1-1/4"O X 6" deep hole � � `1 in 1-1/4"0 X 6" deep hole ron ® 15 c) <br /> d 24 Max. in 1-1/4# X 6" I I o Drill & Bond #6 X 1'-10" o in 1-1/4"0 X 6" deep hole <br /> deep hole 0 24 Max. in 1-1/4# X 6" O <br /> deep hole <br /> D SECTION B—B <br /> M PE 27 MODIFIED) SECTION A—A <br /> A CONCRETE BARRIER (TYPE 27 MODIFIED) <br /> z MARIPOSA ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN No SCALE BRIDGE NO. 29C-176 Austin Road to Gowne Road 14 of 18 <br /> Drawn By Date I Project Engineer Date Checked Dnte Submitted Date A r v % ecommended Date <br />