Midwestern Engineers, Inc. Plan Preview

60" STD 90" I HOOK ...___________ 033000-CAST IN PU\CE CONCRETE ------ #6 HORZ. DOWEL BARS@ 6" O.C.E.F. • • . ' " #6 CORNER BARS@ 6" O.C. - ------', _._ - , -• 6 VERT. BARS@ 12" O.C.E.F. -� W" " �, .. • • • • ' PER U\P SCH. • • • • • ' •• • ' I u Ul "' w 3 UPPER WALL CORNER DETAIL SCALE: 3/4" � 1'-0" 60 ° STD go·�-- - HOOK I � 0330_00�.CAsr 1� rLAcE S ONCRET_i; . -- #6 HORZ. D0W�L BARS @ 6 Q,C.o.F , -· · ·#B CORNER BARS@ 6' cl,C , - -- ---- ---- !3t Y ' f31 ' 1 .., ' 4 • •• • 15 YERf. BARS @ 12" O.C.EJ' , PER U\� SCH. • ,o1"' 4 •• • • • • • F l, 1 • • • • 0N • • • ' • d . , . • • ' . • • • • • • ,. . • • " • • • LOWER WALL CORNER DETAIL SCALE: 3/4" k 1'-0" • ' • .. ' •' • • • • • • • • ' I u Ul "' w PER U\P SCH l .. • .. .. .J 1' ,_ • .. ,, • - . . • • N I • I• t • • • • � � "" . ·' • • • . . • . " - I, "1 • • • . ' • ' ... 18"L #6 HORZ. • Q33000-CAST IN PU\CE CONCRETE J I • DOWEL BAR DRILL & EPOXY @ 12" O.C. 1 2" � RUBBER STRIP WATERSTOP • � 033000 CAST IN PU\CE CON�RETE ' \ #6 HORZ. DOWEL BARS@ 6" O.C.E.F. . • • ·• #6 CORNER BARS@ 6" o.c. � ' • #6 VERT. BARS@ 12" O.C.E.F. ,: 60 " (_ . � I u ' U) "' • � • . • • ' • ·� . ' 1 WALL COLD JOINT DETAIL SCALE: 3/4" - 1'-0" 60" I STD 90" HOOK --- ---------. I 1 9 S403 f • I I I i 1�·��1� : J [ tifiY -- ------ - / ' 5 055213-GRATING FRP GRATING I f F= =i<===;- , ============\ =; 1 =========±=. , 055213-PIPE & TUBE RAILI NG GUARDRAILING -----1 055213 PIPE & TUBE RAILING GUARDRAILING <D . - I != ..1, t*· == �=====''===== =====l ti- 1 I I I .. _ I l I 1 T.O.W. , EL .vv 033000-CASJ IN PU\CE � , ONCRETE / #6 HORZ. BARS@ 6 O.C.E.F. . . . L4x4,a" STL ANGLE ' ' ' I l ---- 051200-STRUCTURAL STEEL FRAMING / W10x12 WF STL BEAM - w/ n"ox_ SCREW ANCHOR@ 12" O.C. ---' ' ., • . ) L, " / ' 055420 ACCESS DOOR CJ .. . . . ' . I' I & U\DDER / HATCHEJ_/ U\DDER---- I= - . . • • • � .. #6 VERT. BARS@ 12" O.C.E.F. - --+. JI RUBBER STRIP WATERSTOP � 033000-CAST IN PU\CE CONCRETE • -�';":'· #6 BARS T&B@ 12" O.C.E.W.--------++'-" . 1-1--- :'\_ .�, 12", • -· - 4. - • • • • • • • • • • • ,. • . • , "' • "' , • , 1 ELEV, = 524.50' �isl��;;· 524.50' 0 .... 1.:, '"','k · ... ·.� ....._ � .:i,,�ad.- '� - �� - �:.-�i..aaa0" --•c..a�----''C....--;:. · :..:_'...... -.a·--..J -..- ( 033000-CAST IN PU\CE CONCRETE #6 HORZ. BARS @ 6" O.C.E.F. • . ; ' � 11 a II � I • . . '2o"l .. . ' • I ��J l========================��_J ' . #6 VERT. BARS @ 12" O.C.E.F. �--1.11 . ' • • • , • _j • • . � ". ' . ' • • • . . • •• . . . .• • . . . ,, . . . .. . . . . . . . • . . . . . • . . .. • ' . . ' . .. • • . ' . • 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS COMPACTED COARSE AGGREGATE TYPE (A3) � #6 VERT. DOWELS@ 6" O.C.E.F.-..., j / PVC WATERSTOP � • Js #6 BARS T&B @ 12" O.C.E.W. \ . • • • ( � .• '·, , STD 90" HOOK - r.o.s. �= 2 ==·=-" 0 t ..::±· 1 1 ;__i\ , )_, - 1LJ ____�_ _____ _ _____________::'.'.'"::. k �" =� i lL___-1.L� :1 ,._· ll'.! : ____ 1 ELEV. = 524.50' � ..,..:.· ....;' "'- +· .a 1 -,<J.-, -.._....;·-,.· _._ .__...'--_____.._._,_..,.__ . . __..._. _.· ._ ..;· .:, ,_,.._,. ·..,....__.....; _. ;,;� ..,:. • .;· .;, ··-;,..;·;...,+-.:.;, a. · -1- ....;·..._ "' I ·� •• , •. •• • • • · '« ,• • • • . ·"· ··· � � • .:• . .. • •• • '�•! ',•,,i,,... ., , '• •" 4 .·,. , _, " ,• "!, •'s•,,•' ;•. t ...� . ' . . . . . ... . . � . .. . . . . ·. .. ·• t- �-· -· -- · �· �--�----·---· ·---�· �--------'-' -�· -�· �· ----·---'· �-�- ___c'_c· �-·� - · _,_. �·-�· �- A SECTION SCALE: 3/8" - 1'-0" 320516 AGGREGATES FOR EXTERIOR IMPROVEMENTS 8" COMPACTED COARSE AGGREGATE TYPE (A3) NEW PUMP STATION N0.1 - STRUCTURAL DETAILS Rgy1s10Ns BID SET (Cl 2024 Mictwcsicrn Engineers, Inc. 802 Wes( 13roactwav Sm.•ct P.O. Box 295 Loogoolte. !ncti,,na 47553 DATE MARCH 2024 DESIGN T.M.K DRAWN T.M.K a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 S4.02 75 OF 126 FILE NUMBER 43991 Do Not Use Plan Previews for Take Off