Midwestern Engineers, Inc. Plan Preview

EX. 4" BACKWASH WASTE DRAIN LINE IB"�������������� PROPOSED 8" BACKWASH HOLDING TANK OVERFLOW LINE, SEE SHEET C103 FOR SITE PIPING DETAILS PIPE PENETRATION TYPE 1, SEE DETAIL THIS SHEET E S2 04 1'-0" : . . : . 14'-8" 12'-8'" PIPE PENETRATION TYPE 2, SEE DETAIL THIS SHEET 1'-0" 1'-0" 43'-0" 9'-8" 1'-0" 1'-0" 9'-8" 1'-0" -� :i' .· ��-:;. : -� · ; :..: · � • :, . .• . . . · .. .; . . -1.·-_,.;.; •. ·" . - .,,rr-��� .. . -,.: - . . ' .- �-- ·;·-.·_: ... .. ... · .. .[ _. ,-'.., •.. . . : . -(· . �- ·"1., . . · .. .. . ' . .- ' .. ., . . •" . �· . ·>-. .. ·· ;,_ '/• ·· ,' . . .. · . .- .. ·•. · · ·,1 ·· .. . · . . ' ,. ,· ,, _;!_, .. '-', ;- . ·.' ... : : · ··,- . . L/_ . .'·'J···· 8" DIA. PIPE w/ SHEAR GATE (TYP. OF 3) '. ... . . � •.s :-'ti...: ....:.. . 8" DIA . PIPE w/ J SHEAR GATE (TYP. OF 3) ' .. .. J ' ' ' . • .,.,-----� ---",�---- La.. DIA. PIPE wt SHEAR GATE (TYP. OF 3) .. ' ' . . . , . ' ·.1; • I I PROPOSED 8" DIA . PIPE w/ SHEAR GATE, LIFT ROD TO EXTEND TO ROOF HATCH w/ S.S. HOOK TO SECURE HANDLE IN OPEN AND CLOSED POSITION � . . ' ' • 9'-8'' • . · J · , ' J� ---------' �::_ ________ J,_ _.3_':( ' -0 l "' +-- + f "':!Ol"" ,r --_.3_3':' ' -0 l""__ J._ ________ -"c:s._________ 1 .• ; ·, 9'-8" . ��:� I f , I • . I t PIPE PENETRATION TYPE 2, SEE DETAIL THIS SHEET ·· . .,, . ' . · • I . ' . . .. ' I . • ',. . - . I • 4 . . . . • . . . . . . . . I ';. .1' ·� .. . . . . � . .., I . 1.. !-<-• • • • . . t I . -1 . . -I'.. ' .. -. ' . " , I NEW BACKWASH HOLDING TANK •. ; " . . · · ·-.. • .J• EXISTING BACKWASH HOLDING TANK ,• EXISTING BACKWASH HOLDING TANK . ' I .• . 1 •• .• . .. - · .. .• . . . . • . I ,- . -. .. ' ..• s . . :1 . :; �. .. J • • - .·. . '· . . '(" .. I.: . ' ,· ' .' , . , . . I I . '. . . . . . ' . ·oj. • ' : ,...:' I .; _. ·. , I 8" DIA. PIPE w/---1 SHEAR GATE (TYP. OF 3) .. . . ... . · ;. .J . -· '-' >=-.. REMOVE EXISTING--t-\ SLUICE GATE AND INSTALL SHEAR GATE ON EXISTING 8"0 PIPE ,· .. ,. I I PROPOSED 8" DIA. SHEAR GATE, LIFT ROD TO EXTEND TO ROOF HATCH w/ S.S. HOOK TO SECURE HANDLE IN OPEN AND CLOSED POSITION. ,-+-- PIPE PENETRATION TYPE 2, SEE DETAIL THIS SHEET (TYP.) • I ' . ., . ... ,.·. J_ -· • . ,,. ( 8" DIA. PIPE w/ SHEAR GATE (TYP OF 2) .. .· PIPE PENETRATION TYPE 3, SEE DETAIL THIS SHEET (TYP ) J I I ·. · _. .1 . r PIPE PENETRATION • � ... I •" • • EX. SHEAR GATE .s. EX. SHEAR GATE ; I TYPE 1, SEE DETAIL •. · :.t ' ' .J l:-------��.-c-,----;-;--;;�-��;�--,, --::-•. , ,:._ ,,,.----;:, . • " l;tc- 7' .-:- T -:; H -:; l�S :::: S- H -:; E :- E :- T c:c ..,...::,:-;-c,,,-;.,..,.;:-,::::,,"".'° . ,: · : . ; , "' , l,.J�-c----;---;--{l� ;- -;---;--c:;-,. --;----�;-1,, ---:;. -c,r: , . · ,. . 1 , 1 , / .t • , . ... .. .. . •1: t.·1· ; .• "' '• ... . � · .i · ·· · ..·-'.·-········ · .. ...·- • · . · ., · . ··: . . . 1 . · . . .... _. · , . . • • •• - ··;- _ . ' .• • - ; •••• • • • - • • , , � • , •• ., ��___,_,_.:_�_.::__:_:_:...:· �,�·:_.::· _:· �4..,.__.:_._,_�_._-��-:.,_-'---���· ="· �· '==�=�r�:::::''-:_=--�-=---==--- •• . . . � ·; . . ... .. . . • . . ... . . . . . : • . ·•. ·'· -· .J ' • _, N 0 PROPOSED 8" BACKWASH WASTE DRAIN LINE, SEE SHEET C103 FOR SITE PIPING DETAILS PROPOSED BACKWASH HOLDING TANK PLAN SCALE: 3/8" = 1'-0" EX. 8" BACKWASH WASTE DRAIN LINE 9 N - ' N N A S2.03 B S2.03 NEW WALL------, 8" SHEAR GATE- · . j . .. . 4"_ . • • • .. ·• . . TYPE B WATERSTOP AROUND PIPE & CORED OPENING 1-- --D.1 WALL PIPE (FLG x PE) w/ INTEGRAL WATERSTOP & TAPPED/THREADED FLANGE TO MATCH SHEAR GATE BOLT CENTER PATIERN PIPE PENETRATION TYPE 1 DO NOT SCALE NEW WALL-----1· • PUDDLE WELD WATERSTOP . " .... • • • • • !----EXI S TING WALL NON- SHRINK, UNDERWATER HIGH-STRENGTH GROUT e-fr�:'.::·L, :_ j c._ , 1,ill!illl!i!!ii, ,3 ii ---LINK-SEAL S12ED PER ..f PIPE DIAMETER 8" SHEAR GATE .. • • . . l i-----0. 1 WALL PIPE (FLG x PE) w/ INTEGRAL WATERSTOP & TAPPED/THREADED FLANGE TO MATCH SHEAR GATE BOLT CENTER PATIERN CORE DRILL EXISTING WALL PIPE PENETRATION TYPE 2 DO NOT SCALE TYPE B WATERSTOP AROUND PIPE & CORED OPENING 8" SHEAR GATE---, £ • • • MIN. ,. ..{ . . 1---EXISTING WALL NON-SHRINK, UNDERWATER HIGH-STRENGTH GROUT •• ..----LINK-SEAL SIZED PER PIPE DIAMETER f-.- - -D.I. WALL PIPE {FLG x PE) w/ INTEGRAL WATERSTOP & TAPPED/THREADED FLANGE TO MATCH SHEAR GATE BOLT CENTER PATIERN CORE DRILL EXISTING WALL PIPE PENETRATION TYPE 3 DO NOT SCALE BACKWASH HOLDING TANK - PLAN VIEW • - REVISIONS BID SET 0 2023 Midwestern [nginc>crs, lnc. 802 We,;( Broa(lwuy S1ree1 P.O. Box 295 Loo)'.OOt�"C. !ndiu,1" 47553 DATE NOV. 2023 DESIGN J.W.W./T.M.K. DRAWN M.M.C./K JG Q.C. CHECK PROJECT NUMBER 2017043-01 S2.01 22 OF 47 I FllE NUMBER I _ 43649 • Do Not Use Plan Previews for Take Off