Midwestern Engineers, Inc. Plan Preview

0 o' i = �' z 0 �' I ::E� "w Ne ow '" f:I -' o9 � ;"' -o c� �- "' 0 z * Gl !� o, -w £ f{ z� Q.:::,. �8 � ""I m� a ' ,. .___ �o i (l""'j ili � u cN "' i.1 5£ < � , 0 �" - Q T WALKWAY EL EV . 439.50' • T,'W A LL $ EL EV . 438.50' ' CENTERLINE SHAFT ! � , ' -f-,__l_lJ $ EL EV . 436.0' T WALL �-ic EL� EV s?. °;4-ca 3--;; 5c;_ 7CC 1'' --��Jkf--i!- _A_ T EQUP. BRG. SLAB EL EV . 435.33' H.W.L. ELEV. 435.25' (5.7 MGD) ELEV. 435.15' (3.25 MGD) $ I/SJ.AB EL EV . 434.00' [' 1[ • ,- • t � 12" CONC. SLAB w/ No. 5 BARS t/b @ 10" o.c.e.w. [ 11 "" L-+---.-... , ....____ i-� i- ' 1. I. • • @,___ S _ E _ C _ T _ IO _ � - A - LE - , - 3 - /4 _ " _=_ 1 ,- - - □" - 0 I,! 'H 11 • • A 0 T WALKWAY ELEV. 439.50' T WALL EL EV . 438.50' CENTERLINE SHAFT � E LEV. 436.0' H.W.L. EL EV 435.25' (5.7 MGD) 435.15' (3.25 MGD) ADHERED RUBBER S T R I P WATERSTOP T,'SLAB EL EV . 434.00' � #5 DOWELS @ 10" o.c. 30" 36" 736" 730" 6" DRAIN LINE 11::l:======- VERT. REINF. - No. 5 BARS @ 1 o" o.c.e.f. 1'-0" rt=ll-t-------� HORZ. REINF. - No. 5 BARS @ 7" o.c.e.f. DOWEL INTO SLAB w/No. 6 BARS @ 1Q" o.c.e.f. UNO ADHERED RUBBER STRIP WATERSTOP No. 7 TOP BARS @ 1O" o.c. 18" POURED CONC. SLAB w/ No. 6 BTM BARS @ 10" o.c.e.w. No. 6 TOP BARS @ 1O" o.c. 0 ill I T SLAB ELEV. 423.25' COMPACTED GRANULAR FILL PER GEOTECH REPORT S2.08 T/CONC ELEV. • BEAM \ 439.50' 0 I 0 I "' � -:,. I N 0 I n - 0 I N � T/W A L L EL EV . 438.50' • 1'-0" I 1'-9" - ' ' ' 2 1 - 2 ' ' . J© .,\i! 0 0 - ill N 0 I - ill - - ill - I 6'- o " 2'-6" 6" 1'-6" 6" I 9" 9" I ' ' " ' ' ' ' + ' . " + / ' ' � ,, ., .,;,1 I 1:J : , � - - - -� I �- 0 0 T/SLAB ELEV. 43�0� - - j_ ' 1·_� =�o; � - L ' .- -- =· ::} 1. I • 0 - - ,;- . . - . , l - t ' - [_,,0 . ' . . ' • • - • / '\ ◄ , s2Mo s, � PIPE & TUBE RAILING / "GUARDRAIL" D � I 11'-4" 1 '-0" 3'-4" 1'-9" V T/WALL � EL EV 435.71' V - T/WALKWAY & FRP PANELS A ELEV 439.50' ,. ' 21" / T/WALL 2 ELEV. 438.50' - - � T/EOUP BRG. SLAB EL EV . 435_33' 0 �- ,J ' 0 ' • I I -� -1- I 1 ' ,, I - - - - ' I 0 " - - " ' • • • + ' . ' - " - - - - 30 HP SHAFT SUPPORT - - ) C ENTER ISLAND PLAN SCALE, I'-... PIPE & TUBE "GUARDRAIL" / SEE SECTION '\' [ ' : : : : : 1 )- = SHIPS LADDER w/ HANDRAIL • • r '[ f;ji = "� \ 12" CONC. SLAB w/ (: H - • • �I = -.,,_% No. 5 BARS t/b @ ' 10" o.c.e.w. ' ';;-:f- " I - - - RAILING "R" ON SHEET 2.09 HORZ. REINF. - No. BARS @ 7" o.c.e.t. T/WALL 434.69' � T/WEIR 434.94' � ,, I"'- LI /11/ ADHERED RUBBER � ;,,c-r- STRIP WATERSTOP • """"' - ' ii tj- . I � ' 4'-0" !! • 1- ., I . " - T,'WALKWAY "" ELEV 439.50' T/WALL EL EV . 438.50' - 5 CENTERLINE SHAFT - EL EV . 436,0' - ,, H.W.L. 0 ELEV. 435.25' (5,7 MGD) - ELEV. 435.15' (3.25 MGD) T,'SLAB 0 ELEV. 434.00' t · ;,,..__ u ·� 1 - ·,s,-· ---,..,-,� - -t.3_p = ? "" tS,B T ,._ - � HORZ. REINF. No. 5 ? - ' ' - � � �- - -� : ��" �: BARS @ 7" o.c.e.f. 6" DRAIN LINE-. r, ,c, = r.=t ID ' r '- =., . • • #5 DOWELS @ 1O" o.c.e.f. VERT. REINF. - No. 5 30" 36" " � ___sr-J_( - - - - - BARS @ 10 o.c.e.f. !1'-0" 1'-Q" DOWEL INTO SLAB w/No. 6 -=c,:::�t' ffr---------- 11 BARS @ 1O" o.c.e.f. UNO 736" 730" GROUT SLOPE FLOOR TO EFFLUENT PIPE ADHERED RUBBER -=��±ttJ=s� ;;;::::�ttOU -7 L::::::..: # � 7 ; T � OP � B i A ; R � S � @�;, 1 O � " _: o -: c . STRIP WATERSTOP ,,_� �_._..... _._1,-....::....... T SLAB "' ELEV. 423.25' " . . ·,o . --� lh--F'FEti'"<_-:" 3 18" POURED CONC. SLAB w/ � --1 No. 6 BTM BARS @ 10" o.c.e.w. f.;� tr No. 6 TOP BARS @ 1Q" o.c. WALL SLEEVE FOR 24"0 D.l. PIPE f �_.:;. ; 31 1� ..,-� W!'=IW=:4 �if 24"• INV. tt � �$� E � L E V ;c;;- _� 4 � 1 s� . o�o�.--= :--'" l - J �x: j" �, - TI +� J . h I j - I= 1 N---- 0 SECTION SCALE, 1/2" - 1.-0" OXIDATION DITCH - TANK SECTIONS • - REVISIONS 08-27-21 BID SET � 2021 �lid,w,tern f:ngin,·ers. lnr. 802 w�" Broad"-�} Su�e, P.O. Bo., 295 LoogO<)lC<.'. lndi:Llltl .l7.';jJ DAIT FEB. 2021 DESIGN T.M.K. DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S2.08 48 OF 11 4 FILE NUMBER 42024 Do Not Use Plan Previews for Take Off