Midwestern Engineers, Inc. Plan Preview

31'-4" 26'-6" 2'-6" 1'-4" 8'-0" 4'-0" 4'-0" 2'-6" 1'-4" 4'-0" 4'-0" 8'-0" 36'-2" 31'-4" STATE OF N 19800122 J O H N W . W E T Z E L P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D I N D I A N A o P.O. Box 295 Loogootee, Indiana 47553 Midwestern Engineers, Inc. 802 West Broadway Street Quality Engineering Services Since 1959 802 West Broadway St., P.O. Box 295 Loogootee, IN 47553 Ph: 812-295-2800 6809 Corporate Drive, Indianapolis, IN 46278 Ph: 317-334-0262 Website: midwesterneng.com Email: meinc@midwesterneng.com Fax: 812-295-2801 Consultants Civil Mechanical Electrical Inc. Engineers, Midwestern 2019 9/18/19 BID SET Author: TKIDWELL, Plot Date: 10/10/2019 7:46 AM Path: Z:\CAD_INCOMPLETE\2018022-00_CITY OF HUNTINGBURG_WS_DISTRIBUTION SYSTEM IMPROVEMENTS AND PLANT UPGRADES\025_PRODUCTIONDWG_DIV 2\12 - MASTER MECHANICAL PLANS.DWG WATER SYSTEM IMPROVEMENTS DIV. II - WATER TREATMENT PLANT IMPROVEMENTS FOR THE CITY OF HUNTINGBURG DUBOIS COUNTY, INDIANA STRUCTURAL CLARIFIER BLOW-DOWN / BACKWASH HOLDING TANK SECTIONS SCALE: 3/16" = 1'-0" EL. 468.0 EL. 457.0 EL. 456.0 EL. 456.0 EL. 458.8 EL. 462.4 EL. 458.8 EL. 462.4 EL. 468.0 EL. 457.0 SCALE: 3/16" = 1'-0" CLARIFIER BLOW-DOWN / BACKWASH HOLDING TANK SECTION A NEW CLARIFIERS BLOW-DOWN TANK NEW BACKWASH HOLDING TANK EX. CLARIFIERS BLOW-DOWN TANK EX. BACKWASH HOLDING TANK SCALE: 3/16" = 1'-0" EXISTING EFFLUENT SUMP SECTION ROOM B C3.02 36 39494 1 C3.02 C3.02 2 SCALE: 1/2" = 1'-0" WALL SECTION AT SLIDE GATE C SCALE: 1/2" = 1'-0" CORNER WALL DETAIL 3 SCALE: 1/2" = 1'-0" TYPICAL THROUGH WALL PIPE DETAILS 4 SCALE: 1/2" = 1'-0" WALL DETAIL 2 SCALE: 1/2" = 1'-0" WALL DETAIL 1 SCALE: 1/2" = 1'-0" WALL SECTION AT PLATFORM D #6 VERT. DOWELS @ 6" O.C. 3 8 "x6" PVC WATERSTOP #5 VERT. BARS @ 12" O.C. #5 HORZ. BARS @ 12" O.C. #5 BARS @ 12" O.C. 6" WELL COMPACTED CRUSHED STONE BASE 12" O.C. #6 BARS @ 6" O.C. 12" 49" #5 BARS T&BTM @ 12" O.C. E.W. 2"C @ T/VERT. BARS 3 4 " CHAMFER EA. SIDE ALUM. GUARDRAIL 3 4 " CHAMFER EA. SIDE MATCH EXG. 22"L #4 DOWEL @ 18" O.C. HORZ. & 36" O.C. VERT. [DRILL & EPOXY INTO EXG. WALL] 24"L #4 DIAGONAL BAR @ 12" O.C. 3 8 "x6" PVC WATERSTOP #6 TOP BAR @ 6" O.C. #5 BARS T&BTM @ 12" O.C. E.W. 96" 17" #5 BAR @ 8" O.C. 17" 42" 17" 24"L #5 DOWEL @ 12" O.C. [DRILL & EPOXY INTO EXG. FTG] #5 BAR @ 8" O.C. MATCH BTM OF EXG. FTG #4 BAR CHAMFER/ROUND OFF EXG. FTG CORNER #5 HORZ. DOWEL @ 8" O.C. 10" 48" SHORT WALL LONG WALL #5 HORZ. DOWEL @ 8" O.C. 10" 84" 48" 84" 24"L #4 DIAGONAL BAR @ 8" O.C. #5 VERT. BARS @ 12" O.C. #5 HORZ. BARS @ 12" O.C. #5 VERT. BARS @ 12" O.C. #5 HORZ. BARS @ 12" O.C. NOTE: #6 VERT. DOWELS @ SHORT WALL SHALL BE 12" O.C. NOTE: REFER TO "WALL DETAIL 1" OF THIS SHEET FOR WALL REINF. 1 4 " 4" H.D.G. W6x9's PLAN VIEW 5 8 "Ø HOLES CORE DRILL HOLE IN EXG. WALL FOR 24"Ø D.I. PIPE LINK-SEAL AROUND PIPE GROUT FILL AROUND PIPE (2)-#4 DOWELS EA. FACE 1.5xPIPE DIA. EA. LEG #5 VERT. BARS @ 12" O.C. #5 HORZ. BARS WALL MOUNTED SELF-CONTAINED ALUM. SLIDE GATE [INSTALL PER MFGR STANDARD DETAILS] GROUT PER MFGR CAST IRON ROUND TO SQUARE WALL THIMBLE w/ BELL END H.D.G. L3x3x 1 4 " STL ANGLE @ 4'-0" O.C. H.D.G. L3x3x 1 4 " CONTINUOUS STL ANGLE 1 2 "Øx1" GALV. BOLT w/ HD NUT [TYP.] 1 2 "Øx6" MASONRY ANCHOR SIMILAR OR EQUAL TO "SIMPSON STRONG-TIE" TITEN MINI 3'-10"L H.D.G. W6x9's @ 4'-0" O.C. (2)- 1 2 "Øx6" MASONRY ANCHORS PER PLATE SIMILAR OR EQUAL TO "SIMPSON STRONG-TIE" TITEN MINI (2)-6"x12"x 3 8 "T H.D.G. BRG PLATES PER BEAM [WELD TO BEAM] FIELD DRILL HOLES EA. SIDE ON FLANGE ALUM. TOE BRD YOKE MOUNTED HAND CRANK OPERATOR 3 16 " 1 1 2 "Ø ALUM. GUARDRAIL SYSTEM H.D.G. L3x3x 1 4 " STL ANGLE @ 4'-0" O.C. H.D.G. L3x3x 1 4 " CONTINUOUS STL ANGLE EXG. CONC. WALL VERT. H.D.G. L3x3x 1 4 " STL ANGLE (2)- 1 2 "Øx6" MASONRY ANCHORS SIMILAR OR EQUAL TO "SIMPSON STRONG-TIE" TITEN MINI 4'X4'X4"T CONC. SLAB w/ 6x6-W1.4xW1.4 W.W.R. & 6" TURN DOWN WALL 24"Ø D.I. PIPE PREFORMED JOINT SEAL 22"L #4 DOWEL @ 18" O.C. HORZ. & 36" O.C. VERT. [DRILL & EPOXY INTO EXG. WALL] SEE THROUGH STEM COVER 1 4 " 4" 1 1 2 "Ø ALUM. GUARDRAIL SYSTEM WALL MOUNTED SELF-CONTAINED ALUM. SLIDE GATE [INSTALL PER MFGR STANDARD DETAILS] YOKE MOUNTED HAND CRANK OPERATOR SEE THROUGH STEM COVER WALL MOUNTED SELF-CONTAINED ALUM. SLIDE GATE [INSTALL PER MFGR STANDARD DETAILS] H.D.G. W6x9 @ 4'-0" O.C. H.D.G. W6x9 1 2 "Øx6" MASONRY ANCHOR SIMILAR OR EQUAL TO "SIMPSON STRONG-TIE" TITEN MINI 1 2 "Øx1" GALV. BOLT w/ HD NUT [TYP.] 3x3x 1 4 " CLIP ANGLE WELDED TO W6x9 EA. END (2)-H.D.G. W6x9's w/ 3x3x 1 4 " CLIP ANGLES WELDED TO EA. END 3'-10"L H.D.G. L4x5x 1 4 " STL ANGLE BOLTED TO W6x9's 12" ALUM. CLOSED END C-SHAPE STAIR STRINGER 3'-0" WIDE "McNICHOLS CO." MS I-6000 SERIES OR APPROVED EQUAL, DURADEK PULTRUDED MEDIUM GRIT FIBERGLASS GRATING w/ 1 1 2 " DEEP BRG BARS. (2)-"McNICHOLS CO." I-6015 SERIES OR APPROVED EQUAL, DURADEK PULTRUDED MEDIUM GRIT FIBERGLASS STAIR TREAD PANELS w/ 1 1 2 " DEEP BRG BARS. 3'-0" WIDE "McNICHOLS CO." MS I-6000 SERIES OR APPROVED EQUAL, DURADEK PULTRUDED MEDIUM GRIT FIBERGLASS GRATING w/ 1 1 2 " DEEP BRG BARS. 24"Ø D.I. PIPE WET SET INTO GROUT LINK-SEAL AROUND PIPE CORE DRILL HOLE IN EXG. FLR SLAB FOR 24"Ø D.I. PIPE 6" DEEP GROUT 6" CRUSHED STONE BASE [INDOT #53's] SCALE: 3/4" = 1'-0" SECTION AT PROPOSED SUMP E CONTRACTOR TO VERIFY SUMP DEPTH w/ PUMP REQUIREMENTS. Do Not Use Plan Previews for Take Off