Midwestern Engineers, Inc. Plan Preview

0 z 5 " z0 z0 0 42" H x 1),'' DIA. GUARDRAIL 4" T POURED CONG. SLAB----. w/4x4 W1.4xW1.4 W.W.R. OVER COMPACTED SUB-BASE $- T/SLAB-WALL 8" T x MIN. 36" BELOW FINISH GRADE TURNED DOWN FOOTER W/No. 6 BARS @ 12" o.c.e.w. 3D" D.I. EFFLUENT $ 1NV 884.91' I I I I I I I L--1_1 j" EXPANSION JOINT w /POURABLE SEALANT STEP FOOTER TO __,, MAINTAIN 36" DEPTH BELOW FINISH GRADE T SLAB ELEV. 877.0' 033000-CAST IN PLACE CO CRET #6 HORZ. BARS @ 6" O.C.E.F. #6 VERT. BARS @ 12" O.C.E.F. / #6 VERT. DOWELS @ 6" 0.C.E.F. PVC WATERSTOP Js #6 BARS T&B @ 12" O.C.E.W. STD 90' HOOK 12" T POURED CONC. SLAB 4'-3" • • • • 5'-3" .• 055313-BAR GRATING ALUMINUM GRATING 12" • • • �- - L2x2,di," ALUM. ANGLE AROUND PERIMETER OF WALL. BOLT TO WALL A"•x4" WEDGE BOLTS OR EXPANSION ANCHORS @ 12" O.C. T/SLAB ELEV. 883.91' � � C 2'- Q " .,_____ _, T/SLAB ELEV. 882.19' � 2'-0" T/STEP ELEV. 880.46' � . . • 2'-0" · . .. "-':---;-, - ,, , ., T/STEP ELEV. 878.73' � • N T SLAB ELEV. 877.0' 7'-6" 055213-PIPE & TUBE RAILING 42"H x 1!," GUARDRAILING L2x2,di," ALUM ANGLE w / !"0 x 4" WEDGE BOLTS OR EXPANSION ANCHORS @ 12" O.C. D55313-8AR GRATING \ ALUMINUM GRATING ELEV. 889.75' .------- 4" T POURED CONC. SLAB w /W.W.R. OVER COMPACTED SUB-BASE c-l---1--T/SLAB ELEV. 889.75' 1. , . _.. --1��====--'.__:_::_::_=---=:-:--,-------:=r:;J;. "I<-- • . ,.__,... . . ,/;- _- .-; . "' I 0 GRADE L I·:. . ·' •' .- -· . · .c·c'> '· .. ' ' . . . ' ' '1-, .·· . '. ,: ' -- . ' r . ,' . . ,,;, . .. . ,, 5'-3" , . . · · n - 12" SPAN=- 8'-0" T/SLAB ELEV. 883.91' r STEP / ELEV. 882.19' , V STEP ELEV. (}( "- / / h:J 1/ \ \i J(J }.,_ / (j } )' t 88D.46' /)() }.,_ // (J(_ JI " J. J/ cr,1':. �,/ ,..( .., . 1 -)(}� I / STEP ' '),-, ( .--,.. ' ,r- !. :,.-- 1/ ELEV. 878 72 j;.-', )of;:, 'i::, ------- - ---- •--- - -t- - - ---- r ir_ v ' '- --¥t - '­ }tJ h fY (]A JC) N . ' -·- _ 1--· -....- ·....... J N ,.. . . TOP VIEW PLAN ,,,-.,5--' ,-... VY� ..... / -. T/SLAB l,A;'-',LELEV. 878.73' • a 'A� J 'I .I. !. ' , 1·)a , ·"'':fc A CASCADE STRUCTURE SECTION L-----, I I I 0 SCALE: 1/2" z 1'-0" $ T/SLAB-WALL ELEV. 889.75' I I I I I I I --------------- J: 30" D.I. EFFLUENT INV 884.91' T SLAB ELEV. 883.91' 03 #6 STD 90' HOOK T SLAB ELEV. 877.00' I I I L __ ', - ' 12" • • . . •• • B • • ,· - - SCALE; 1/2" = 1'-D'' • • • • ' ' • 1 2" ' ·, • • CASCADE STRUCTURE SECTION SCALE, 1/2" � 1'-D" b. - - - - J�:1,L,_:___M<L___ _ ---" 1 i 1 T >: MIN. 36 o1 BELOW GRAD[ iURNED DOWN GRADE 8cAM w/No. 6 BARS @ 12 11 o.c.e.w.e.f, ,,---- 055213-GRATING FRP GRATING 60' 1 sTgo� o � ! � 033000-CAST IN PLACE CONCRETE - #6 HORZ. DOWEL BARS @ 6" O.C.E.F.-�--� jll- #6 CORNER BARS @ 6" O.C. 6 VE:RT. BARS @ 12" O.C.EaF. --� 60 h '81 8" T x MIN. 36" BELOW FINISH GRADE TURNED ----, DOWN FTR. W/No. 6 / --- BARS ��::: w ___ ( r ______________ J __ I : I L____ ---- --1---1-------------- I ------ -L 0, I N 033000-CAST IN PLACE CONCRETE RUBBER STRIP WATERSTOP 18"L #6 HORZ. DOWEL BAR DRILL & EPOXY @ 12" O.C. EXISTING GRADE "' I 0 I I I I I I I I I I I I I I I I I I I I I I WS-36 STEEL PIPE SLEEVE FOR --'/1 LINK-SEAL WALL PENETRATION I I 12" T POURED CONG. A : SLAB w /No. 6 BARS @ � 12" O.C.E.W.T.&B. T/SLAB ELEV. 877.0' I I I I I L______________ I _J 0 w 0.. 0.. ' "' I 0 I "' 5'-3" 12" T POURED CONG. SLAB ____ L________________ • 0 I 2 3 ---- , -- --- - -· ------- - - GENERAL CONSTRUCT.ION:NOTES - --�· - - - -- -- - SEE S3.01 FOR TYPICAL CONCRETE DETAILS AND SCHEDULES; MINIMUM CONCRETE COVER REQUIREMENTS AND CONCRETE REINFORCEMENT LAP SLICE SCHEDULE SEE S4.01 FOR CONCRETE STRUCTURE'S DESIGN CRITERIA REFER TO PROCESS PIPING DWG's (P7.__) FOR PIPE INVERTS, GROUT SLOPE/ELEVATIONS, STOP PLATES, & ALL PROCESS EQUIPMENT 1'-0" 1'-0" 4'-4" 7'-6" 21'-9" N 0 PLAN VIEW SCALE, 1/2" � 1'-0" • • • • 12" f , MIN. Js" �cLOW -ORAOc TURNtO DOWN FfR. w/No. 6 �ARS iii 12" o.c.e.w.e.f. • • • • • ' • • .• I I I I I i • • 0 I - --- --1- - - -+"l---'-' - - 2'-0" 2'-0" 2'-0" • . • • •• • • • ---�I STEP FOOTER 9' - o " 14'-3" 1 2· -lo" I I I I I .. • • • .. 0 I 0 • 0 I ' 0 I N 0 I ' 0 I .;- 4 MECHANICAL THREADED SPLICING SYSTEM SHALL BE USED AS AN ALTERNATIVE TD DRILLED & EPOXIED REBAR. PROVIDE LAP SPLICE PER CONCRETE REINF. SCH. NEW CASCADE STRUCTURE - FOUNDATION PLAN RtvlslaNs BID SET C 2024 Mictwcstcrn Engineer:,;. Inc. 802 Wcs1 Bro�clway S1ree1 P.O. Boi 295 Loogootee. !ndiJmi 47553 DATE MARCH 2024 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 S7.02 86 OF 126 I FILE NUMBER I 43980 Do Not Use Plan Previews for Take Off