Midwestern Engineers, Inc. Plan Preview

42" H ALUM. GUARDRAIL 5 J," EXPANSION JOINT --­ ALUMINUM STAIRS \ 4 RISERS @ 6.6" EA. 4 TREADS @ 11" EA. 4'-o" 15'-6" 13'-6" 1' Q " & 36" H HANDRAIL "'-'C::::::: ::::::::-rr= ========== =ir ======l{ S � 4 � 0 � 33}:c=\===ir========= r==� w/POURABLE SEALANT \ " '- � V T/CONC. WALL ELEV. 891.50' t- --· �,c· ·-------=-.:T- -n- . - . -+. c--· -..-. -.. -,, _ -� \ r- _ - , 7.-c--. .- . - . -. . :-c . ,. - . -· -· - _ '. ,--l"' ; -· �· -· -.• ---. ·-. • .--.-. --. ---.. - . : - . �� . . ,. = . � . -. • - _ - , d ., , ' ,. I -�· 1 ', ...' ,.. '- \ . ,.. ,_ . . ,, ' . ,. . . ;, ; : y . . . . ' , · !.• ' '. • •. : ,. • • - < ;,· ' 0 I )," EXPANSION JOINT w/POURABLE SEALANT 4" T POURED CONC. SLAB w/4x4 W1.4xW1.4 W.W.R. ' 0 Re;::= = ====�= == :=======I:===::====== 'f1:::====1o1 ��j. _l. •==· ._.=. ���;;;:' ;;:: �· ��\; ,· =· �· :':;';:==Sc='":=5-:'· ·�· -:::-. t ··�· -:'' '-;-c· · -· '-:-· �· · -- �-- -- "' 4 c- - · -·· �---;' - - -"-. �· '"c: ' -�·c--'-· 1· -. ·"' · -· -� .., ,:' f- - - - -------�------ .... · i::- T/6" T CONC. ·-: I n 30" 0.1. INFLUENT PIPE 2'-0" INV. 885.36' ' N GROUT FLOOR AND WALLS FROM 0.1. PIPE TO PARSHALL FLUME, TYP. EA. END GROUT PARSHALL FLUME IN PLACE • 42" H ALUM . GUARDRAIL-----! & 36" H HANDRAIL L2x2,%" ALUM. ANGLE AROUND PERIMETER OF PIT. BOLT TO CONC. WALL w/%" DIA.x4" WEDGE BOLTS OR EXPANSION ANCHORS @ 12" O.C. GROUT PARSHALL FLUME IN PLACE PARSHALL FLUME MIN. 6" COARSE AGGREGATE TYPE (A5) " 11" ' . .,-- ALUM. C12x8.27 � I � """ STAIR STRINGER ��:'.ll]....--�- (4) ALUMINUM "- "- ��"I STAIR TREADS • • • • • • SECTION -, ---- L2x2,%" ALUM. ANGLE AROUND PERIMETER OF PIT. BOLT TO CONC. WALL w/%" DIA.x4" WEDGE BOLTS OR EXPANSION ANCHORS @ 12" O.C. • • • • • n • . CAST WS-36 STEEL PIPE SLEEVE IN NEW WALL AND SEAL PIPE w/LINK-SEAL WALL PENETRATION TYP. EACH END 30" 0.1. EFFLUENT PIPE NV. 885.05' T SLAB ELEV. 884.0' 033000-CAST IN PLACE CONCRETE PVC WATERSTOP #6 VERT. DOWELS @ 12" O.C.E.F. #6 BARS T&B @ 12" O.C.E.W.T.&B. '---- MIN. 6" COARSE AGGREGATE TYPE (A5) ' 0 0 I "' 0 I <O . SLAB .. · ' ' " ./' ,_.. ·· ELEV. 888.75' ' . I · ' ,.. - - I-=- ,. . '. ,. ... .;, ,• I .· .. - - --. .. ' "' I tj- ' 0 I, ..-· I • ' ; . I .. ,. ,; , �,·rl , ·. 1 1 -+ 1 , .1 , 1.1 -. H ·' .. I I I - I� I T 1··� , , -1�� · � .. "-l l i l=�== I ,�'-"'=, =" 1 I=, s,!,, ' i=c= ·, '=i i , = I , -=a 1 1 =n -� _J ·Hf1T.=6r .dhbd=l±.d- !,b l dbl" , k- - - _J .... i l I 1, I I I �1: ' I I I I I , : ' • ' I , I ' . I ' (/): I I ' . ' . I " I I I ) � 42"H ALUM. GUARDRAIL I / w/4"H TOE BOARD . . . . . "' ' n I "' , :· 111- i -+-+�1.......,.,.-+ l ���,-,-,.,..-+l l -+.- l .c......l.._! ��!14-Y-l'�--4--L-I-..J.l �. . J--++11 . .. ' I!,;;,;!;. ' . :±·::;;· =±' =;;;;;!;; II I :;;;;;== '=c±· CC· ==F'=±;;;;;� I ±;;=:±' =.;;;;a;.;;;;;,;' . .a· . ±; I .::'� ' ;.;. W I ; .' '.' '. . - .,_. , 1., .· ' ' ,. . . •, ,,1 "--<+-+-------------.......-...... u�==c:::;====' ·=c::cc:· ==' =· ·=·======C:;:.:c::::::::;:;::::::' ===' ;::;;:C:::::"=;='�f,= ·�· �,�======'='=-=:=====�=="=':=;� o '·tJ. . . . ·• > , I • ,· ' • • ..•• I , ,•. , :' . _.�· . ,,. ·., . •' , .... ' ·,:· •, , '• . '" .<: " ·,"'. .· ·.. .. .• -,.i..,, -:.- N 0 / ' • B ,S7.01 � � T/ALUMINUM GRATING w/BANDED EDGES ELEV. 888.75' TOP VIEW PLAN SCALE: 1/2" = 1' - 0" \._ L2x2><%" ALUM. ANGLE AROUND PERIMETER OF PIT. BOLT TO CONC. WALL w/%" DIA.x4" WEDGE BOLTS OR EXPANSION ANCHORS @ 12" O.C. ' 0 SCALE: 1/2" = 1 '-0" ALUM. C12x8.27 STAIR STRINGER (4) ALUMINUM STAIR TREADS ALUMINUM GRATING w/BANDED EDGES T/6" T CONC. SLAB w/No. 5 BARS @ 12" O.C.E.W. • SCALE; 1/2" = 1'-0" B SECTION 2 3 4 4 60" STD 90' I HOOK --........___ 033000-CAST IN PLACE CONCRETE #6 HORZ. DOWEL BARS @ 6" 0 C.E.F. -----� T/WALL ELEV. 891.50' FIN. GRADE ELEV. 891 .oo· T SLAB GRATE ELEV. 888.75' #6 CORNER BARS @ 6" O.C. 6 VERT BARS @ 12" O.C.E.F. - 60" gr T/12" t CONC, SLAB �ELEV. 884.D' I 033000-CAST IN PLACE CONCRETE 18"L #6 HORZ. DOWEL BAR DRILL & EPOXY @ 12" O.C. RUBBER STRIP WATERSTOP A I I I I I - -- -- j_ • • ----------- ' • I PER LAP SCH. .. • , . ' ' ' • •• • I I I ' 0 I ' 0 . "' 0 I N 0 I ' 0 I "' ' N ' <O DRILL - - - - - - - - -·i·-�- - �-J- �--;;;�--; ti; -- �i' "�- \.,. ffiV- �- i-�- ���� I �- �µI - 1 - - _j - -�-- ·=_L- • S7.01 I n I r-, ' N T SLAB ELEV. 884.0' 30" 0.1. INFLUENT PIPE, INV. 885.36' CAST WS-36 STEEL PIPE SLEEVE ____.... IN NEW WALL AND SEAL PIPE w/LINK-SEAL WALL PENETRATION TYP. EACH END GROUT FLOOR AND WALLS _ _ ,, FROM PIPE TO PARSHALL FLUME, TYP. EA. END GENERAL CONSTRUCTION NOTES:-�-.�_. �� SEE S3.01 FOR TYPICAL CONCRETE DETAILS AND SCHEDULES; MINIMUM CONCRETE COVER REQUIREMENTS AND CONCRETE REINFORCEMENT LAP SLICE SCHEDULE SEE S4.D1 FOR CONCRETE STRUCTURE'S DESIGN CRITERIA REFER TO PROCESS PIPING DWG's (P7.__) FOR PIPE INVERTS, GROUT SLOPE/ELEVATIONS, STOP PLATES, & ALL PROCESS EQUIPMENT. MECHANICAL THREADED SPLICING SYSTEM SHALL BE USED AS AN ALTERNATIVE TO DRILLED & EPOXIED REBAR. PROVIDE LAP SPLICE PER CONCRETE REINF. SCH. GROUT FILL PARSHALL FLUME IN PLACE 2'- Q " '• , . 1 '-0" • PARSHALL FLUME GROUT PARSHALL FLUME IN PLACE N 0 ' • • B S7 01 13'-6" 15'-6" 19'-6" ,. • FOUNDATION PLAN SCALE: 1/2" = 1'-0" • • • • • 1 '-0" 2'-0" 30" INV. 0.1. EFFLUENT 885.05' PIPE, 0 I ' 0 I N T/12" T CONC. SLAB ELEV. 884.0' PARSHALL FLUME - FOUNDATION PLAN I REVISIONS ,'i '",; � t., � ·a C -5 < " � :; •• "' 00 ;.; J: "' -� u BID SET C 2024 Midwe.>tern Enginee,-;;. Inc. 802 Wes! Broadway Str�el P.O. Bo� 295 Loogoo!ee. lndiun;i 47553 DATE MARCH 2024 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK W.A.E. PROJECT NUf.4BER 2020073-00 S7.01 85 OF 126 FllE NUMBER 43981 I Do Not Use Plan Previews for Take Off