Midwestern Engineers, Inc. Plan Preview

/ T ABUT. ELEV. - 520.01' / / A: + 4. B 43 0 " w 0 � z < " N ciz w 0 0 � a' 0 z 0 0 0 0 o' N " < " 0 0 0 z < " � 0 " ,' " 0 a z �,I, - � Cz ow "" ;._; lL Q ......... "" "' I "' � No o, N . � ...._ SN .o - 1 - N - • � - -o V ., � •• 2 w . � < 0 < -" - Q £� � _;O "o � �, OD -< "o I- .,,, '-'N 0 .. CC -s ro <c 10'-0" MID RAIL CONNECTION (3)-0.131ox3j" R.S. NAILS @ CONTINUOUS >--__.-(2)-0.131ox3j" R.S. NAILS EA. SPLICE END ASSUMES 15 FOOT LONG LUMBER 061533-WOOD PATIO DECKING �-- COMPOSITE DECK 061000-ROUGH CARPENTRY STRUCTURAL WOOD SCREWS VLOK006 3'-4" A CROSS SECTION �7 / : . I / ,,,· / SCALE,3/4" - 1'-0" 'i_ ABUT. No. 1 B / 43 / TOP RAIL CONNECTION (3)-0.131ox3j" R.S. NAILS @ CONTINUOUS (2)-0.131ox3j" R.S. NAILS EA. SPLICE END ASSUMES 15 FOOT LONG LUMBER 061000-ROUGH CARPENTRY ,r,--- ==== TREATED 2x8 SYP#1 RAIL CAP 7 TREATED BEVELED 2x6 T&BTM RAILS 099300-WOOD STAINING & TRANSPARENT FINISHING 1--- - -EXTERIOR WOOD FINISH SYSTEM SCHEDULE • 061000-ROUGH CARPENTRY � ----TREATED 4x4 SYP#1 POST @ 5'-0" O.C. I -�, -- -:::= STRUCTURAL WOOD SCREWS LLF005 .I - TREATED 4x4 SYP#1 BRACE @ 5'-0" O.C. 061000-ROUGH CARPENTRY TREATED 4x6 SYP#1 GIRDER @ 5'-0" O.C. �-TREATED 4x6 SYP#1 JOIST @ 16" O.C. 051200-STRUCTURAL STEEL j"ox1O" H.D.G. HEX HEAD A.B. W/2j"x2j"xfT (4)-W12x26 STEEL GIRDER BEAMS 099114-EXTERIOR PAINTING �--- STRUCTURAL STEEL FOR BRIDGE STRUCTURES Pie 4+ 4.1 Ne 1201461.17 E, 3083829.35 L -1 - __J ' 25'-o" r A PLATE WASHERS I 43 ' I 061533-WOOD PATIO DECKING COMPOSITE DECK ' I N �� . . • • . • . 1/ � ' ,;:-I I' 'I I ©! ©! II 2'-3 s' ' ' 25'-o" L 'i. PIER No. 3 I ' ,-1-7 L -1- _j ' I ' I ' I 80'-1" 0 PROPOSED BRIDGE STRUCTURE NO. 2 SCALE,1/4" - 1'-0" 1 o'-o" = THIS SECTION IS THE SAME AS SECTION A ON THIS SHEET EXCEPT FOR ITEMS NOTED. I I' I I I I u u l 2'-6" l 2'-6" ' ' B CROSS SECTION SCALE,3/4" - 1'-0" L 'i. PIER r I ' ,- 1 -, _L A 43 . ,• L -1- _j ' I ' I ' I 'I I' I u l 2 ' - i " ' No. 4 -,--�'-1' � I • . . ' "' I • n • ' • l � ' u ©! l ' 25'-1" '½)" ,. ©! I I 051200-STRUCTURAL ST EEL (5)-W16x36 STEEL GIRDER BEAMS 'i_ ABUT. No. 2 r ( � " A 43 . ,. • ' ·.. . ,. .. • ··:·, .•; ':. . ., . I T ABUT. ELEV. - 514.60' I I AA+84. I I • 4 .. . ) "' V PROPOSED BRIDGE STRUCTURE NO. 2 PLAN & DETAILS • u ;:: i---4 REVISIONS : . ::: BID SET C 2023 Midwestern Engineers. Inc. 802 West Bro:odway Street P.O. Box 295 Loogootee. Indian� 47553 DATE NOVEMBER 2023 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK C.W.R. PROJECT NUMBER 2022024-05 43 43 OF 48 I FlLE NUMBER 53546 I Do Not Use Plan Previews for Take Off