Midwestern Engineers, Inc. Plan Preview

w�"�u0 � � I 0 <ri � I C , �' > 5 z0Fu 0 D 0 � �' � ,, w � §0 �' o o' ���i ::: N Is:� Q ,�s: I Q M!�9 � "-i§ � ...--:--...i... 0 :.: ...J Fr� 'J . .; § :s: .... <ti I.J.I ,(t ;..01- • -w - c.£5: ., Zo <u � :S " ' oD I< (I}� '-'N 0 .. cc INSTALL NEW L2x2><7(," ANGLE ALONG NEW CONC. WALL TO SUPPORT EXISTING GRATING. BOLT TO NEW WALL w/%" x 4" L ANCHORS @ 12" O.C. #6 BARS @ 12" O.C. CUT DOWN EXISTING GRATING TO FIT NEW OPENING INSTALL NEW CONC. WALL ABOVE EXISTING CONC. WALL w/No. 5 BARS @ 12" O.C.E.W. 051200-STRUCTURAL STEEL FRAMING L2x2,a" STL ANGLE w/ !"ox_ SCREW ANCHOR @ 12" O.C. THREE (3) #6 BARS SPACED EQUALLY AROUND CIRCUMFERENCE TWO (2) #6 BARS SPACED-� EQUALLY AROUND CIRCUMFERENCE INSTALL NEW 4" T POUREO CONC. SLAB w/4x4-W1.4xW1 4 W.W.R. OVER EXISTING OPENING EXISTING STRUCTURE . " WEIR PLATE BOLTED ;----_ TO WALL w/%"x4"L ANCHORS, SEE MECH PLANS FOR HGT. -.-11 -0 6" • , I -« t-' ' ' 055213-GRATING FRP GRATING 2'-0" • .. " ., 1 j " CORE DRILL 18" -----+-----+-------,f ,-.. -f---'�--'--__c.�---- DIA. OPENING IN EXISTING WALL 11 / 033000-CAST IN PLACE CONCRETE 16"L #6 HORZ. DOWEL BAR DRILL & EPOXY @ 12" O.C. INSTALL NEW WALL UNDER EXISTING SLAB / CORE DRILL EXISTING CONC. WALL AND INSTALL 14" D.I. PIPE w/LINK-SEAL WALL PENETRATION ! : / : 1 '-0" 1 '-0" 4'-Q" ,, . -. " • • ' • ONE (1) #6 BARS SPACED-�/ EQUALLY AROUND CIRCUMFERENCE T WALL 888.00' 14" D.I. INF. INV. 8887.50' ' , . ... 033000-CAST IN PLACE CONCRETE PVC WATERSTOP �- #6 VERT. DOWELS @ 12" O.C.E.F. �-- #6 BARS T&B @ 12" O.C.E.W.T.&B. '- ---MIN. 6" COARSE AGGREGATE TYPE (A5) I I I I I / I / / / / // - ,,-- EXISTING CLARIFIER WALL POURED CONC. EFFLUENT TROUGH CORE DRILL 18" DIA OPENING IN EXISTING WALL, INV. 886.50' l ' ,. 6" T POURED CONC. WALL #6 BARS VERT @ 8" O.C. THREE (3) #6 BARS SPACED EQUALLY AROUND CIRCUMFERENCE �- ., .. ' ' , I<o // 'le- '/ ,• .IT -1=-"'lifa - - --./1�==1 -::/-·fl/ - -- - - -- - - - - - --- - -- - - -- - - --0' --, -:-i 110"11 ,• ?? '• 0 ' ' . " ... INSTALL NEW CONC. -�-11-J .. �: WALL ABOVE EXISTING CONC. WALL A S8 01 �- T/TROUGH SLAB ELEV. 886.50' T/TROUGH WALL ELEV. 888.00' N EXISTING CLARIFIER IMPROVEMENTS FLOOR PLAN - --- SCALE, 1/4" a 1'-0" 03300D=CAST IN. PLACE CONCJ\· E -· - ,._ 12" T POURl;O GONC. SLAiJ w/#8 BARS @ 12'' 0.C,i::.W.T.&8, CORE DRILL cXISTING CONC. ----. WALL AND INSTALL 14" D.I. PIPE w/LINK-SEAL WALL PENCTRATiON TYPICAL OF TWO (2) - - - - .. ·- �- ' .. ' . / I \ Ji. - / / / / / ' N ------ - DRILL & EPOXY @ 12" O.C. #6x16"L HORZ. DOWEL BARS INTO EXISTING CONC. WALL TO SUPPORT NEW EFFLUENT TROUGH � -- EXISTING CLARIFIER WALL _.,,-- EXISTING CLARIFIER '< FOUNDATION " " " �- EXISTING CLARIF1rn WALL ' \ \ \ \ \ \ \ . -· r �-a-·a-· --a�aa�a ____ -·--aa· ·--- . ··- .. . a·-· -"" ----- =-==-.... ==.=-· ·==- ·aa-aa�aa� \ GENERAL CONSTRUCTION NOTES 1 SEE S3.01 FOR TYPICAL CONCRETE DETAILS AND SCHEOULES; MINIMUM CONCRETE COVER REQUIREMENTS AND CONCRETE REINFORCEMENT LAP SLICE SCHEOULE 2 SEE S4.01 FOR CONCRETE STRUCTURE'S DESIGN CRITERIA REFER TO PROCESS PIPING OWG's (P7._) FOR PIPE INVERTS, GROUT 3 SLOPE/ELEVATIONS, STOP PLATES, & ALL PROCESS EQUIPMENT. 4 MECHANICAL THREADED SPLICING SYSTEM SHALL BE USED AS AN ALTERNATIVE TO ORILLEO & EPOXIED REBAR. PROVIDE LAP SPLICE PER CONCRETE REINF. SCH. 4 GROUT FILL PARSHALL FLUME IN PLACE I I I I I I \ \ \ \ \ \ \ \ \ \ " "" " - - / I \ \ \ �- 033000-CAST IN PLACE CONCRETE 18"L #6 HORZ. DOWEL BAR DRILL & EPOXY @ 12" O.C. EQ. ....... 3'-0" e-: 6' EQ. INSTALL NEW WALL UNDER EXISTING SLAB ABOVE / RUBBER STRIP WATERSTOP, TYPICAL ALL LOCATION �j=== // I I I I I I , --1-1--.---- - - � � -j- ----�-\---- EXISTING CLARIFIER - -1- ix- - - - - �tb�1A��a°N ABOVE I I I I' / ,\ J;: ' \ 11 I \ / I A \ / : 1 s8.01 \ / I l I \ / I I '-..._ / : : "- / tu "" ......._ --- - \ - - N EXISTING CLARIFIER IMPROVEMENTS FOUNDATION PLAN SCALE, 1/4" a 1'-0" J / --- - / / / / / / _.....- - I I I / I \ \ I I I I I I I EXISTING CLARIFIER - PLAN J�!:::======================================================================================================================:::::::================================================================================================::i R6.V1Sl0Ns BID SET C 1024 Midwestern Engineen;. /nc. 802 West Broaclwuy Street P.O. Box 295 U10gootee. Jndiuna 47553 DATE MARCH 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 S8.01 87 OF 126 I FILE NUMBER I 43979 Do Not Use Plan Previews for Take Off