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Wingwall Section (Type 25A Modified) Parapet Wall Section (Type 25 Modified) - <br /> 6'—0" <br /> odified)6'-0" <br /> Trans. See Detail A" (Typ.) <br /> Open joint to match <br /> 9" 9 wall joint (Typ.) <br /> p� I 1! <br /> 9 <br /> No. 21258 <br /> * rv. 9-30-97 <br /> End Section PLAN Fp C1V1� <br /> F CAVE <br /> 2 Note: Remove existing Metal Beam Bridge e7 ? <br /> Rail and Approach Railing & Posts. <br /> #4 cont. tot. 8 1 '-0" <br /> Stagger splices Var. 3-1/2" to 9" <br /> 1" chamfer (Typ.) 7 <br /> \ #4 tot. 8 <br /> nj� #5 ® 15 max. <br /> N —#5 ® 15 max. I � O r' <br /> 0 ® 15 max. I <br /> #5 N #6 I i <br /> 0.2 <br /> 0.25' A.C. Overlay a I 5' <br /> .C. #4 tot. 8 Ove5lay A.C. <br /> Drill & Bond <br /> o in 1 -1/4"0 ! <br /> D ___.. _ <br /> o n Remove exist. metal o by 6" deep ------------ — <br /> Do beam bridge rail & -- --- — 2 #5 tot. 3 hole i #5 cont. tot. 2 <br /> E-isting A.C. Surface _a 4 ® 15 a _ J <br /> s approach railing & __J l Exist. A.C. <br /> N posts (typ.) } #5 X 2'-0" Surfacing <br /> ----- 1 ® 15 max. <br /> X To of exist. bride deck iQ L g" � Saw Cut exist. A.C. <br /> o m P 9 3 7 I ) Exist. A.C. <br /> o r- Drill & Bond 6 X 1 '-2" 9" If 6 ® 15 Drill & Bond <br /> a m # Saw Cut existing A.C. # <br /> (@ 24 Max. in 1 -1/4"o X 6" �.�� Saw Cut exist. A.C. 1 in 1 -1/470 X 6" deep hole <br /> v deep hole Drill & Bond #6 ® 15 Os Exist. Wing wall i <br /> M in 1 -1/4"O X 6" deep h)ole DETAIL A <br /> WINGWALL SECTION (TYPE 25A MODIFIED) <br /> #5 cont. 0 Drill & Bond #6 X 1 '-2" ® 24 max. <br /> in 1 -1/470 XT deep hole. Note: The Contractor shall verify all <br /> t=JPARAPET WALL SECTION (TYPE 25 MODIFIED) I controlling field dimensions <br /> D O Drill & Bond #6 / ® 15 max. before ordering or fabricating <br /> m < O Dimension may vary with cross—slope & in 1 -1/4' o x 6" deep hole. any material. <br /> A with certain thickness of surfacing. <br /> CONCRETE BARRIER (TYPE 25 MODIFIED) <br /> o MARIPOSA ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE BRIDGE NO. 29C-174 Austin Road to Gawne Road 10 of ,8 <br /> Drawn B Date Project Engineer Date Checked Date Submitted Date Ap rovn ommended Date <br />