Midwestern Engineers, Inc. Plan Preview

� � � < o' = � 0 0 �' �, � � "' cffi gt;:j �" M ' ,- o9 "00 0� , "Sl �- s -� �� •w �� £ ii � --- z� �� <o � o "'� �� ' oO • <C " ;.; "'" = ...:N \; £5 , . Q <c T/W A LL --------- - PIPE & TUB E RAI LI N G [GUA R D R A I L] MT L G�����---------------------------------------------------- @ • • • • • • ="·­ • 8 R I SERS @ 6.75" 7 T R EAD S @ 11" PI PE & TUB E RA ILI N G [H AN D RA IL] E L EV . 437.50 T/WALL $ E L EV . 436.00' 3 RISERS @ 6" 2 T R EAO S @ 1 1" • • • 5 RI SERS @ 6.4" 4 T R EA DS @ 1" T/WALL _, T/WE IR E 433.00' E LEV. 432.50' 1 2"T W A LL S --[lY P A LL W A LL S U. N .O.] [ (2)-M A T S #S's@ 1 O " O.C. E . W . � [lYP ALL WA LL S U. N .O.] N EW CLA R IF IER N o. 2 F LOW BOX • L 3 • -0 :• M A X E LEV.� �·,�-- CD I "' _I -�- - - - -;- 7 - ;_ 3 - I � FLEXIBL E P VC W A T ERS TOP 3'-Q" SLOP E G R OUT I --- �0 -------------------------------------------- • 1 2" T CO N C. W A LL w/#5 VERT. DOW E L S @ 24" O. I . 23 @ [lYP. WH ERE S HOW N U. N .O.] ,--1..--,+-TO D RA I N 10" O.C. E .F. [ lYP . A LL W A LL S U. N .O.] lt----,'-t-B _ ' .,. -, 6 _"_ S _LA_ B -\-H -l+-l - -_:' - -12" TCO N C. S LAB w/#5"s T&B@ 1 0·· O.C.E.W. i ' ---OXID A TIO N D ITCH IN FLUE N T I NV . 421.50' T 1 2" T S LAB EL EV. 421.00' 12" T CO N C. S LAB w/#5's ·' T&B@ 1 O " O.C E.W. 7'-6" / T 1 2" T S LAB , N E LEV. 422.50' K E YW A Y w/ 20"L #5 DOW E L@ 10" O.C. & A DHE R ED R UBB ER S T RIP W A TE RS TO P 8" D . I . S LUDG E D R AW-O F F E LEV. 4 1 4.75' 1 8" D. I . I NF LU EN T /j'\ / " -=��===����------------�-- - - -� T L� 16 �� T _ S � LA = B '--'"' IN V 4 1 4.00' E LEV. 4 1 4.00' l D 1 3'-6" S LAB SECTION I �------------------------ T W A LL I ' $ E LEV. 436.00' ' ' 7 _J • • 1 T AN K H. W .L. - PR O P O S E D GR A DE ELEV. 429.50' 14" 0.1. N V 422 77' -,• • • • 5 1 • • ' • • • 2 T AN K S H. W .L.- ·•, ...,. .! . -.,- .... - ---===- -,• • • • • • TI E-CHOR D A -F R AME 4'-0" T R U SS 7 E LEV. 436.00' T/W A LL EL EV. 43 1 .50' .., T /16" T S �B E LEV. 422.50 6" WA LL SLEE V E I N V 423.67' 431.91' 43 1 .89' 3.75 MG D (3.75 MG D ) ( 1 .3 MG D ) 18" 0.1. EF FLUE N T • • • • - T S LAB INV . 422.60' - 24" D . I . OX IDA T I O N 0 ,_,,-; D c.; I T .; C .c H �I N ;c. F .;;. L ;_c, U :c EN c. T c_ ______ 'eJ "' IN V. 4 1 9.88' •$,_., 1 o � • - • "' D '-'.1� - c" E � X ��----@ CLA RI FI ER R A S . IN V. 418.00' T 22" T S LAB E LE V . 419.65' T 1 6" T SLAB E LEV. 4 1 3.50' ELE V . 4 1 8.18' 1 4" 0.1. INF LU EN T I NV . 413.83 \ F 47 = c, 1=�, 46 - - PI P E & WS EL EV . 433.37' TUB E RA ILI N G [GUA R DR A IL] r 2 T AN K S W S E L E V. 433.6 1 ' (5.7 MGD) 433.41' i3_25 MGD' 1 TA N K W S E LEV. 433.99' (5.7 MGD) � P I PE & TUB E RA IL IN G [GU ARDRA IL] 12" T CO N C. S LAB w/#5's T&B@ 1 0" 0 C E W - CD I "' ~ T/W A LL � 1111111 w I�-==-==== ! �� l=IL• iH=a.s I MTL G R �T IN G I , [LA P w/ VE R T W AL L B ARS ] CD .1 = r KEYW A Y w/ 20"L #5 DO W EL@ 1 0" O.C. "' & A DHER ED R UBBE R ST R IP WA TE RS TO P j ----------� T l� W � A � L � L ""'"" v EL�. 436.00 $ I NF LU EN T H.W.L. ELEV. 434.00' I � T/WEI R � E L E V. 433.47' I - T/W EIR W A LL E LEV. 433.00' �.)i!!&� --.- � 1 2" T CO N C. WA LL w/ , (2)-M A T S #S's@ 1O" O.C. E .W. , [ lYP A LL WALLS U. N .O.] ���_j_ - 24" D.I. C OXID ATI O N DITCH I NFL UE N T - " IN a, V F .=4" 2 "' 1 ec.5a, O a,'��cc- l , " T/12" T S LAB � r4'-LE V . 42 1 .00' ., - . ..... _. .., -- I N FLU EN T FLO W BOX 2 4" W A LL • S LEEVE I NV . 421.50' "''" """"=�"' .r N EW rLA RI FI ER FLOW BOX -- . ' • I 1 ::i :i: - f-1 -, l.j ,· +---1 -h'T L 1 I I .,,_ w s., E l ,,, R GY_ 6 _�ki'J E LEV. 433.00' I , Q. g:3 N EW C' ' R IFIC R I NF LUE N T TIWE IR I W A LL I E LEV. 1 32.50' ' I , WET wcL , L _ FLOW_ • 1- - BOX , I I� $-,'L""' = ==.'----++-l'.' 40 . . . - /, - (_jy - (2)w_,__,_.._..., 1/\ �7 E LE V . 436.00' I , T&B@ 1 0" O.C.E. W . If--- PIP E & TUB E R AIL IN G [GU ARDRA IL] " 111 I�-, ---� T L /� W� A L � L ,, _,,, , i._\,,I·. ELEV. 431.50' • E LE V . 429.50' E XI S TI N G G R ADE VARIES E L EV. 427.0' TO 426.0' 12" T CO N C. S LAB w/#S's / PR O P O S ED G RA DE r::;;-, VA L V E V AULT I;�- �.!.,,.!,-:-ltffj'""" � 13 �- ·:-�--!':�� '- ���1m?isi 30" (19) 12·:@I� � - ---:r-J 8' ,,,,\_ 'i"i'YY M IN ..:-'I MI N , :;:_, J; r @ Y 6" S CUM LI N E " , "" '1lllb 1 ' :. 9 11 , "'ilil-711f"�l'--l- .,,-_=----ilmrr'� IN v. 42 s .oo· II 1rr "' �� Ill - "'"M"' "'" JI--,,, I. <---'---:--:--;1'1'.l j!U lf , �9) :a,. )p ,'-' 1 0 '- " -j R ;';i . A & . S "'/� W ;';: . 'e A .* S ;"' ' ,4 1' -:-, � 4 :y..../l 8 - ' 4" . T/lB" T S LAB " - I N V 423.50 17' 6" S LAB ' l l � ELEV. 422.50' ___ --" 16" T CO N C. S LAB w/#5's T&B@ 10" O.C.E. W . I • ' - ,, ' .f i,� - - ' - T/22" T S LAB ELE V. 4 1 9.65'-' 1111(. .- 23 1 I , D j 5)_ _ KEYW A Y w/ 20"L #5 D O WE L@ 10" O.C. 10" D .I. - I "- ...----illlll llh' �. ( 3l c,, _� · , � � I & A - D H ER - ED R _ UBB ER _!T� W A T ERS TOf ' _ i=xc:cLAR1F1rns- st\JOGf:-.ORAWc-O F F PI T J ieJ �--i� · JI C B'---1- ;.,,, / 7 !_. ' L__ - 70" RAS G R A V llY L IN E 10" WA LL S LE EVE -V,f _ ,r () '- !a 1 2" T CO N C. W A LL #5 V ERT. DOWEL S @ ��o� L s��� G 7 E s · DRA w oF � Nv 4 1 8.oo' ; _; �,.,,,,,,� 1 M., •�- �; ; 6 � � E � �� l YP A LL W A LL S u N oJ 7 _J . ' , ' ' ' � . ELEV. 4 1 4.50' 16" T CO N C. S LAB w/#5's T&B@ 1 O " O.C. E .W. -\ NEW & EX I ST I NG CLARI F I ERS - -.L_�'-:-:N=E:-:W -:-: C ;-- L A -:-: R :-; I F� I E ::- R =-::- S-"-==-----7:'.�- FLEXIBL E PVC W ATE R S TOP FLOW SPL I TTER BOX FLOW SPL I TTER BOX [lYP. W H ERE S HOW N U. N .O ] ·�.' 13'-6" S LAB ---- - - - - A CC ESS B R I D G E -------H30 A -LT D RIVE ASSE MBLY WALKW A Y E XTE N S I O N [M N T S U N DE R B RID G E ] I N FLUE N T WELL S U PP O R T S w/ S HIM S 8'-7" DIA . I NF LU EN T W E LL C EN TE R C A G E 3'-1Oj" C SECTION S cale: 1/4" = 1'-o" ________________________p • • • • --' MTL G RAT I N G-- - - - -PIPE & TUBI N G �[GU ARDRA IL] ' I CD I "' T/W A LL $ ELEV. 436.oo' '.., . t==J'i'.,--'---,- T W EIR E L EV . 433.47' T W E I R WALL ELEV. 433.00' EX I STI N G LA R I IER FLOW BOX 47 IN FLUE N T FLOW BOX � P IPE & TUBI N G I [GU ARDRA IL] INFLU EN T W .L. 434.00' .., --.,----- 1, l ,+. --- 12" T CO N C. W A L L w/(2)-M A T S #S's @ 1 o" O.C. E .W. [TYP ALL WAL L S U. N .O.] 0 0 3'-o" 7' - o" 0 2'-7" (F.V.) 4'-Q'' ' C} 6'-0" S LAB SECTION S cale: 1/4" = 1'-0" BTM S LAB • < ,· ' 'fl\ ,· • • l_______________________: EL EV. 4 1 6.33' #4's HO R Z.@ 6" O.C. #5 V E R T. DOW E LS@ 1 o" o.c.- ;j;L [B EN D V E R T. D OW E L S IN TO S LAB ] 1 O " 16" T CO N C. S LAB w/ #S's T&B@ 10" O.C.E.W. 12" �� EX :'f l '°' S T,_, I N :;: G S C ;,' LA" R "' I _._ Fl "c E ,_, RS ,.,_-.;J.lr! � W .L. 424.0' FL E XIBLE P V C WATE RS TO P I< [lY P . WHE RE SHOW N ] T 1 2" T S LAB ELEV. 42 1 .0' N 14" EF F LUE N T PI P E (SHOW N OUT OF V I EW ) TO T RANS FE R PUM P S T A TIO N , INV . 421.50' \ 1 2 " 16' -0" S LAB �L 1 o" 1+---;s.-- #5 VE R T . DOWEL S @ 1 O " O.C.E.F. [TY P A LL W A LL S U. N .O.] #5's T&B@ 1 O " O.C. E . W . 24" I NF LU EN T PI PE (SHOW N OUT OF VIEW) F R OM OXID A TIO N DI TCH IN V. 421.50' E SECTION THRU - NEW & EXISTING CLARIFIERS FLOW SPLITTER BOX S ca l e: 1 /4" = 1 '-Q" N OTE• SE E S H E ET S 3.02 FO R PIP IN G AN D EQU I PME N T SCHE D UL E NEW AND EXISTING CLARIFIERS FLOW SPLITTER BOX, NEW FINAL CLARIFIERS AND RAS/ WAS PUMP STATION - SECTIONS • u C: ...... REVISIONS 08-27-21, 09-20-23 ::: . : : . ::: BID SET 0 2021 �lidw�>ll'nl f:n_ginci'rs, Inc. 802 w, - ,1 !lro:,dw"} Stn..,1 P.O. ll<>., �'l5 Loo:•oolc". lndiana --1755.l DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S3.04 55 OF 114 FIL£ NUMBER 42017 Do Not Use Plan Previews for Take Off