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CONSTRUCTION NOTES: <br /> J PILE TYPICAL,SEE OWE 5-2 FOR <br /> TYPICAL DETAILS. <br /> ®EXISTING 48"DIA ALE INVERT 3.00. <br /> FIELD VERIFY LOCATION AND ELEVATION <br /> OF PIPE PRIOR TO CONSTRUCTION OF <br /> DIVERSION STRUCTURE. <br /> 8"TYPICAL \/; FIXED COVER PLATE <br /> Ll ADDITIONAL REINFORCING 2#8 <br /> CONTINUOUS,EACH FACE. <br /> ,e ,. `$>ALUMINUM BEAM TYPICAL. SEE <br /> f11I \\ I DET 3/Si <br /> (2)L/5 T&B.TYP 4� J1 1 �6 LANDING.SEE DET 2/5-9. <br /> g5 0 12'TYP 1 CO FILL WITH CONCRETE OR GROUT TO <br /> �// 1 EL 21.50 INVERT EL 3.00 OF EXIST 48"DIA ALE11 . <br /> i <br /> B aI , ' 1 y-, ,tj , , , ,F a''�'T— lg1 HYDROPHILLIC WATERSTUP ALL AROUND <br /> EL AS REO , _- 48 OIA ALE TYP. <br /> ELASREQ , l �1 �lOEf 6/SP4,SIMILARE SEE <br /> ff7 O 6"EF - lUSLUICE GATE OPENING BEYOND. PROVIDE <br /> TYP INTERIOR WALLS4'-11 1/2" BOTTIOMN OF OPIENN�4'IPERT CONSTRUCTION <br /> 1 NOTE 4 <br /> :. •a. ,�6 O ;Y EF . 3 CLR 0. 76.00 ' <br /> i <br /> . . / TYP INTERIOR WALLSTYP'IF � <br /> / //� 41 a • <br /> / 1�1J WEIR GATE OPENING. <br /> / • <br /> / _ EL 13.0011 <br /> .E Jam,, w, // EF TYP . <br /> 4 <br /> i EL 8.0012 <br /> O I <br /> E Ci 4 <br /> 8 <br /> S 7� g7 DOWELS 7 171 <br /> I <br /> EL 3.00 .. II II O6'TYP .P.... <br /> 8 y .. ............ <br /> l <br /> El 2 00 <br /> f' a5 8 <br /> 0 <br /> CO <br /> s I I #5O6"T&B I I III <br /> N509"TIP-' <br /> \l0 <br /> -�` <br /> 9 - -0- <br /> ��1'-2"TYP <br /> E ( SECTION ( SECTION <br /> 5-4655-466 NELE:3/8"=t'-0' <br /> - 5-46557466 SCALE 3/8"=7'-0" <br /> I <br /> I <br /> C. <br /> f E.0°PAM. 0" Or - <br /> - wHa ;;E „w.: .',epo <br /> o WATER POLLUTION CONTROL" S— 166 <br /> rT�7T orvwxscow srwucrvRe A <br /> n o""°' ri"-1 <br /> CITY OF EV E 1 1 FACILITY EXPANSION, PHASE A SECTIONS <br /> aLL� PUBLIC WORKS DEPARTMENT I �57 T L: 2H93-40 <br /> II? wo DATE R, we„sloe "4,, ' BROWN AND CALDWELL 15"l <br /> o2-+.e-?s <br />