Midwestern Engineers, Inc. Plan Preview

• $ T/WALKWAY ELEV. 439.50' f CHAMFERED $ TIWALL ELEV. 438.50' ' If EDGE � ), - ---,---- -------ttt, ,·1 l- ' lY'. CENTERLINE SHAFT ELEV. 436.D' T/EQUIP. BRG. SLAB ELEV. 435.33 HORZ. REINF. - No. 5 --.._ BARS @ 1D" ---.._ ----- o.c.e.f.t.&b. r--... ..____ r l '' ' � 1 • o:' '"' I I �'.� ' � ,ii, I II ' I II 1'-6" u " T/SLAB , --l-1_- ---..___:c,_�----'rr�_j_,--11 - - "' ELEV. 434.D' r '-.. ,:n I No. 5 DOWEL @ 1o" 30" 30" 1 VERT. REINF. - No. 5 ..._"'1---l BARS @ 1D" o.c.e.f. ~ r------,.. HORZ. REINF. - No. 5 BARS @ 7" o.c.e.f. DOWEL INTO FTG w/No. 5 " BARS @ 1O" o.c.e.w.t.&b. "- PROPOSED GRADE VARIES ELEV. 428.D' TO 424.75' \ I • '------... � ' -� c-... I • 0 I - • • . ' N I n I - 0 I . r----------...- ' 0, I 0, I I � ,\ I PIPE & TUBE RAILING "GUARDRAIL" U:, :;I ' �I -, I T/WALL �- ELEV. 435.71' H.W.L. - h 0, I 0 ELEV. 435.25' ELEV. 435.15' (5.7 MGD) � (3.25 MGD) � DRILL & EPOXY No. 5 BARS t&b @ 1O" o.c. [EMBED 8" MIN.] VERT. REINF. - No. 5 BARS @ 1a" o.c.e.f. - No. 5 DOWEL @ 1o" o.c. 30' ' 30" 1 HORZ. REINF. - No. 5 BARS @ 7" o.c.e.f. T/CONC. BEAM ELEV. 439.50' • - - - -1-- -==- - DOWEL INTO SLAB w/No. 6 I" _____ J- - - BARS @ 10" o.c.e.f. UNO 0 ' 0 ,.--- • . . . . . ,... ® ,__ S _E_C_T_IO_�- C - AL - E :_3_ / _ 4 _-, -1- , - - □-- .... ...... / - ' 0 I ' "' I ... G '---- _,.,___ n N � 206 o.c. FILL ' "' I tj- ' "' T/WALL ELEV. 438.50' "' I ' 0 I - ' ' ' • � I• ' • "' ' I tj- • ' ' • 6" 2'-8" 1'-4" • , ' 1'-0" • •1, . - '; .1 rtJ;' r5 a_);.--. d-,, =· , ,s IJ"&;f�•• �>1_,i ,r�2" _J(. { i')'M& '- -6 �' J•j • -' \ -.;clI rJKY= = lU r----------... r------------.. 1'-4" 0 I - .____ c---.......---------- - 0 -s _E_C _ T_ 1 _ 0 _ � - c A _ L _ E , - 3 - / _ 4 __ - - - 1 - - - - □-- 11'-4" 1'-0" 6'-o" 1'-o" 1'-0" N 1'-9" 2'-6" 1'-9" "' 6" 1'-6" 6" 9" g" ' "' "' _ I .- C) - I � T/SLAB ELEV. 434.D' 3'-0" 4'-0" 11'-4" F E S206 S206 1'-0" 15 HP SHAFT SUPPORT - EXTERIOR WALL PLAN SCALE: 1/2" - 1'-D" PIPE & TUBE RAILING "GUARDRAIL" EL T/WALKWAY .'l EV. 439.50' EL T/WALL .'l EV. 438.50' H B ORZ. REINF. - No. 5 ARS @ 7" o.c.e.f. VERT. REINF. - No. 5 ARS @ 1o" o.c e.f B T/SLAB ELEV. 434.DD' .'l DRILL BARS [EMBE t & EPOXY No. 5 &b @ 10" o.c. D 8" MIN.] 3'-4" T/WALL ELEV. 435.71' T/WALKWAY & FRP PANELS ELEV. 439.50' 3'-4" T/WALL ELEV. 438.50' STEPS T/WALKWAY ELEV. 439.50' T/WALL ELEV. 438.50' 'f • n I 1' o" L PIPE & TUBE RAILING "GUARDRAIL" 6' o" 0- o. I) 0 11'-4" 1'-9" 0 2'-6" p 1'-9" CENTERLINE SHAFT ELEV. 436.D' T/EQUIP. BRG. SLAB ELEV. 435.33' DRILL & T/SLAB ELEV. 434.DD' (6)-No. 3 TIES I I I ' 6" io::"' 1' '6"})1-<0. 6" ' (8)-No. 5 DOWELS ---._-...._ EPOXY INTO SLAB 6" ---------- 'f--.. f--- ➔ ---t I No. 5 DOWEL @ 1Q" o.c. 'CC'--Hl-1 I I 30" . ' 1D" 2' 6'-0" J II 30" 1 1'-0" No. 5 BARS t&b @ 10" o.c.f 0 VERT. REINF. - No. 5 --..,,"-C±:,-1 BARS @ 1o" o.c.e.f. ...__ r--- HORZ. REINF. - No. 5 BARS @ 7" o.c.e.f. DOWEL INTO __ FTG w/No. 5 "' BARS @ 10 o.c.e.w.t.&b. • "' No. 5 BARS @ 1o" o.c.e.w. I I ®,__ S _E_C_T_I_O_�- C - AL - E : _ 3 _ / _ 4 __ -�- 1 - - - - □-- . �- I ' ' e=, ' ' ' " 1D" 11'-o" I SEE SECTION "R" SHEET S2.09 • CONTRACTOR TO SUPPLY AND I INSTALL PIPE SUPPORT BRACKETS AS NEEDED PER MFGR'S RECOMMENDATIONS, TYP. ALL LOCATIONS 4' 4" I t ' 1 0 ", - � VERT. REINF. - No. 5 DOWELS @ 1O" o.c. "' tj- PRECAST MANHOLE STEPS =1+-H □ RZ. REINF. - No. 5 BARS @ 7" o.c.e.f ' "' I c-- �--------------L--J- ..CO- VERT. REINF. - No. 5 BARS @ 1o" o.c.e.f / DOWEL INTO FTG w/No. 5 / BARS @ 10' o.c.e.w.t.&b. $ INF. INV. PIPE 423.D' I OXIDATION DITCH - TANK SECTIONS I REVISIONS BID SET (Cl 2021 �lidwt',t,·m Engin�cr,. Jnc. 802 Wc,1 Bro:tdway Sl!-eel P.O. Bo.\ 2<}5 Looi,001ec. lndiun:1 4755.> DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S2.06 46 OF 11 4 I FILE NUMBER I 42026 Do Not Use Plan Previews for Take Off