Midwestern Engineers, Inc. Plan Preview

z o' I = � I z 0 0 � �' �' � �w cffi �� � 0.. �- 00 z �� if ��1 �� ;l \J �- .41;§ i:i ::::- -� Oe " \\I •W •� �� "" z� �8 .., ;.; w� " 5�' < Q il°3y .. tjN X = - -= ::; ,t, �" 0: u z 0 u 0 '--0 "' I st / / / ' / / / 47'-4" st I n 2'-0" SQ. x 12" D SUMP PIT TANK DRAIN, TYPICAL OF 3 ' 5'-o" � / T/SLA B EL�434.00' ' CS12X8.27 ALUM. STAIR STRINGER 12"W x12"D CONC. B EAM T/ELEV 439.50' <::,;,a 3'-0" x 3'-0" OPENING 1'-0" A B OVE FINISH FLOOR ELEV. 424.25', w/SLIDE GATE, (TYPICAL OF 2) SEE SEC T ION S ON SHEET S2.10 ! 3'-o" 3'-o" N 0 " L4x2xj" L4x2xf' N " L4x2xl" 4' - o" ' <O I n N X 0 " 2 ' - " CS12X8.27 ALUM. STAIR STRINGER 12'-6" I 24• o" 25'-o" ' ,N X j'; 24" DIA. x MIN. 24" B ELOW FINISH GRADE CONC. PIER, SEE DETAIL 10 ON SHEET S2.09 ;L42xf" l �j, �, ___ '° • _ ';.,_:__:_:::j;-------1- 12" D_ I. F/M ,_ ;,, INFLUEN T FROM <O 0 I n N 0 n I HEADWORKS B LDG., n INV. 423.0' � B - H----t---N S202 ' 0 I n T/WALL _ / ELEV r .50' / / T/WALL t'J,'.'.___:ELEV. 434.69' F.O�- - ---'---1--, � ,c_ �U..- I�� 16'-6" L x 8" H x r T. 5'-0" WEIR T W,EIR ELEV. 434.94' T/WEl � ALL ELEV. 434.69' T/WALL EL�. 438.50' / 7 4'-4"W x 12"0 CONG. WALKWAY T/ELEV. 439.50' I ' --k---1-----_'._- --­ N H----_J :_ _-- ' T/WAL � _s o ELEV 4 � 0 I n ·tt===1===========- 0 I n - 1O" 0.1. F/M R.A.S. INFLUENT FROM CLARIFIERS, INV. 423.0' I A S202 u S2. 10 • • ' T/WALL / ELEV. 438.50' ' / �,r�- PRESSURE RELIEF � VALVE, INV. 424.25' (TYP. OF 4) ' T /WALL "- ELEV. 438.50' "- 24" D.I. EFFLUENT TO CLARIFIER FLOW SPLITTER B OX, UPPER LEVEL PLAN INV. 418.0' SCALE, 3/16"�1•-0" 12'-6" 47'-4" 119'-8" (0/0 CONCRETE WALL) PRESSURE RELIEF VALVE 18" T POURED CONG. S LAB w/ No. 6 B ARS @ 10" o.c.e.w.t.&b. U.N.O. ' PRY .- INV. 424.25 T S LA B <O I ELEV. 423.25' A PRESSURE RELIEF VALVE DETAIL SCALE, 3/4" = 1'-0" f CHAMFERED EDGE ------------------------ T/WALL - - -- ---""-..-,-----,----------_,,_,',; EL c.,! EV �. "c4' 3' 8. 0 5' 0�' ' ' • ' • • VERT. REINF . - No. 5 �-c:::::::::::::::-i-1f--.J B ARS @ 1O" o.c.e.f. --- i-- ' ' ' S205 ' HORZ. REINF. - No. 5 ----�-{:t=ll BARS @ 7" o.c.e.f EXISTING GRADE VARIES DOWEL INTO SLA B w/No. 6 - � ' B ARS @ 1O" o.c.e.f. UNO � ADHERED RU B BER S T RIP WATERSTOP 1' -Q " • • ' • H.W.L. $ ELEV. 435.25' (5.7 MGD) ELEV. 435.15' (3.25 MGD) ' n "' 18" T POURED CONG. S LAB w/ \ No. 6 B ARS @ 1Q " o.c.e.w.t.&b. _ I'-, , U.N.O • ___,.____� ;-_JI- -'------- --- +-, T :,, ' .o · S'-' LA = B =��_,..� - \ - ELEV. 423.25' • • • • . <O I COMPACTED GRANU LA R FILL �._.J:..,_-_'t-,2....- -, - PER GEOTECH REPORT 's)��--� . ' u ,_ B ,_ I -+ -tt WALL SECTION SCALE, 3/4" = 1'-0" OXIDATION DITCH - UPPER LEVEL PLAN REVISIONS 08-27-21 § - " ' ci. r.J ... s :, C r.J :t � � ril -. s " � 1] :, · a ' "' " � N� -g � ""' :;, :: . : : . :::: BID SET i;:l Z021 �lid,..,c,1,·m Enginc,·1,. l11c. 802 \V,·st Ilro:,dw;i} !)1n.·ct P.O. Bo� 295 Loogoolc"<'. Indiana 47553 DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S2.02 42 OF 114 FILE NUMBER 42030 I • Do Not Use Plan Previews for Take Off