Midwestern Engineers, Inc. Plan Preview

o' � a 0 0 ", �' � 00 C ffi !'I;; •" M ' N- o9 �� o' �g w- . *� \ 9 t; £� - cc -� -\ zo <o " �, 00 - � ' '< o il5� ::i -� 0 £5 , w<c ALUM. G R ATING � T/G R ATING EL. 436.o• 30 29 28 � 1 TANK WS ELEV. 433_99' y 2 TANKS WS ELEV. 433.61 . � T/GATE WEI R EL. 433.oo· T CONC. WALL EL. 432.50' INSTALL DOWNWARD O PE R ATING 'I 1 TANK H_W.L. EL_ 432.99' 2 TANKS H.W.L. 432.18' ADJUSTABLE WEI R ---­ IN ACCO R DANCE TO THE MFG R 'S STANDA R D DETAILS. INFLUENT FLOW BOX (2)-L6"x6"xfT ALUM. ANGLES (11" LONG EACH) WELDED TO BOTTOM OF ALUM. STAI R ST R INGE R & ANCHO R ED TO CONCRETE WALL BELOW W/ (2)-i"0x5" S.S. ANCHO R S SPACED 8" APART I I, • 0 I I '' CLA R I F IE R No. 2 F LOW BOX TYPICAL WEIR DETAIL Scale: 1" = 1'-o" 2"X2"Xi" ALU M . ANGLE w/ SLOTTED HOLES & BOLTED TO ALUM. CS10X6.14 CHANNEL w/ (3)-j"0X2" S.S. TH R U BOLTS & S.S. LOCK WASHE R & NUTS. I I I I .I II I I ALUM_ 4••sox/l(T TUBE w/ 1O"SQxj'T BP ON GROUT 0 0 I n I n T LANDING EL. 431.50' ALUM. CS12X8.27 LANDING & STAI R ST R INGE R (4)-i"¢x12" A.B. w/ HD NUT & SET OF LEVELING NUTS UNDE R BP I (3)-#3 TIES w/lN 5" ' ,l\-c'LI:'-'"'��+- r__AE��-_:_: FROM TOP O F PIER -. T PIE R EL. 429.17' ro (6)-#4 EVENLY SPACED VE R TICAL DOWELS ENCLOSED W/ #3 TIES @ 8" o.c. 0 STAIR LANDING DETAIL Scale: 1" = 1 '-0" ' 3 . .8 --- PIPE & TUBE R AILING [GUA R D R AIL] PIPE & TUBE R AILING [HAND R AIL] 3" " " ALUM_ ANGLE B O LTE CONC. WALL w/ j"0X6" S.S. ON R Y ANCHO NOTE, ALL ALU M INUM IN CONTACT WITH CONC R ETE SHALL HAVE A BITUMINOUS COATING APPLIED TO THE CONTACT SURFACE. - 6'-5" R UN 4 TREADS @ 11" EA. - 3'-8" R UN T SLAB EL. 431.50' ·" ALUM- CS12X8.27 ._J AI R ST R INGE R "'I==- --- PIPE & TUBE RAILING [GUA R D R AIL] --+---� PIPE & TUBE R AILING [HAND R AIL]--� , r 7 : = :, (2)-i"0x5" S.S. ANCHO R S PE R STAI R ST R INGER = ALUM. CS12X8.27 CHANNEL _, 11 .. n " 0 = 9 " 0 ' <O 8" (2)-i"o S.S. BOLTS w/ NUT [MATCH HOLES AT BTM OF STAI R ST R INGE R W/ HOLES IN TOP FLANGE OF CHANNEL BELOW] M TL G R ATING 5'- 8 " 3'-0" n STAIR DETAL Scale: 1" = 1'-0" ALUM. CS12 8. 7 STAI R STRINGE R [ C = C O " " - - - = 0 � -.. ";b = I n 0 5•• -+-1-- PIPE & TUBE R AILING GUA R DRAIL] PIPE & TUBE R AILING HAND R AIL] _, 1r 3"X3''Xj" ALUM. ANGLE wUl O' <O I ... enc­ <O @ UlO'wUl O' ro ro I N II I T LANDING EL. 431.50' SHOP WELDED TO ALUM_ STAI R STRIN E R & FIELD BOLTED TO CONC. LANDING @ l" CHA M FE R ED gJ EDGE trj w/ i"0X5" S.S. MASON R Y ANCHOR [ANGLE TO BE SLOTTED] --- -' 8 " 5'-0 " j o r---:r ,-\: I r _.. ,,. z \f, / � �- � / / = 0 I N O' ACCESS DRIVE [ R EFE R CIVIL FO R FINAL EL l NEW CLARIFIERS FLOW SPLITTER BOX - FINAL CLARIFIERS AND RAS/ WAS PUMP STATION - SECTIONS AND DETAILS • - REVISIONS 09-20-23 BID SET (Cl 202! Midwc,tcm Enginc,_·r:,. ]nc. 802 w�,1 Bruat!wn� <;1rc,·t P.O. llo.\ 295 L00)1(,otcc. lndi,111" -!755� DATE FEB. 2021 DESIGN T_M K DRAWN S_L.H. a.c. CHECK R_Q_W PROJECT NUMBER 2015078-01 S3.06 57 OF 114 FILE NUMBER 42015 Do Not Use Plan Previews for Take Off