Midwestern Engineers, Inc. Plan Preview

� 0 " 0 " r < " 0 " " 0 0 0 " w •' � 0 z r 0 0 0 0 " 0 w 0 0 " w 0 z< �' w s " 0 •' 0 0 r w w s w w 0 z < w 0 , w " <" m W z o< · < ! -" < �1 So ' �� = � t:! a. I " 00 ;,, ' .i!iWrn r - Qol ow "' -" � . , oo � " "' .. ·O "o < w ' - Q w 0 "' ,< NY ..:N 0 .. :E £ 0 0 <o 0 0 A3 A3 T/LANDING ELEV - 473.80' r - - "' / '.... / cl., / " I 0, I I \ o, "' 1'-6" I \ [o/o C10,6.14] I \ � I I � I I � I I <O 4 X \ 0 I (.) ELEV. - IT/L S 479.80· 1 0 " / 0-s / 0 I "' ';;" <OX0 (.) 0 "- 0 ( 1' A 24 o------®TYP. OF 3 ....__ D (C' n I n 13\ � - - I "' 0 I ... 0 .. 4 ' -o" • S2 3'-o" 4f ' CLR r- "X" '.... "' '--- - �- 12'-11" [o/o C10,6.14] 2 3 4 ' N 0 FLOOR PLAN SCALE, 3/8" - 1'-0" 0 "x" I I I I \ \ / I / / \ "X" '----'S3 ,---, S4 SINGLE / / ---- ---- S4 DBL n I "x" "X" ----@ "' 1 1"-7j". 3'- 0" "X" N 3'-0" 4 ' -Q" 12'-o" 2 3'-0" "X" 4 ' -o" 3 0 STRUCTURAL PLAN SCALE, 3/8" - 1'-0" '1'-4f' "X" S4 SINGLE S5 TYP. OF 5 S8 TYP. OF 10 4 0 I 0 FLOOR PLAN KEYNOTES 055213 PIPE & TUBE RAILINGS 0) TOP MOUNTED GUARDRAIL (INCLUDES 4" TALL TOE BRD) 055213 PIPE & TUBE RAILINGS @ SIDE MOUNTED GUARDRAIL (INCLUDES 4" TALL TOE BRD) @ 055213 PIPE & TUBE RAILINGS REMOVABLE GUARDRAIL 0 055213 PIPE & TUBE RAILINGS STAIR HANDRAIL (36" ABOVE NOSE OF STAIR TREAD) @ 055313 BAR GRATING ALUMINUM GRATING (2'-0" WIDE) @ 055000 METAL FABRICATIONS (11)-ALUMINUM STAIR TREADS ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES. PSF 20.0 PSF GROUND SNOW LOAD 20.0 PSF MINIMUM FLAT ROOF SNOW 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) V AS D 89 PSF NOMINAL DESIGN WIND SPEED RISK CATEGORY II EXPOSURE CATEGORY C C&C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE 1.0 SEISMIC IMPORTANCE FACTOR 0.329g 0.2s SPECTRAL RESPONSE ACCELERATION s, 0.137g 1s SPECTRAL RESPONSE ACCELERATION 0.337g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION So, 0.206g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION SITE CLASS D DEFAULT VALUE SEISMIC DESIGN D CATEGORY 2 3 4 5 V 0.81 KIP DESIGN BASE SHEAR W 6.0 KIP EFFECTIVE SEISMIC WEIGHT C, 0.135 SEISMIC RESPONSE COEFFICIENT q, 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE q0 100 PSF/FT LATERAL BEARING RESISTANCE � 130 PSF SLIDING COEFFICIENT ALL MATERIAL & WORKMANSHIP SHALL BE IN ACCORDANCE w/ THE REQUIREMENTS OF 2012 IBC AS AOOPTED BY 2014 INDIANA BUILDING CODE & AMENDMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL EXISTING STRUCTURES & UTILITIES. ALL ALUMINUM IN CONTACT WITH CONCRETE OR DISSIMILAR METALS SHALL BE COATED ON CONTACT SIDE WITH BITUMINOUS PAINT. EXTEND ALUM. TUBES 6'-0" ABOVE PLATFORM GRATING FOR ELECTRICAL EQUIPMENT INSTALLATION. FIELD CUT EXCESS LENGTH OF TUBES & FIELD WELD l" THICK x 4.5",4.5" ALUM. CAP PLATE ALL AROUND ON TOP. BASE FLOOD ELEVATION (BFE) - 478.80' 6 PROVIDE & INSTALL 8" OF INDOT #53 STONE OVER WEED BARRIER UNDER PLATFORM. (SEE SHEET 22 FOR LIMITS OF STONE PLACEMENT) 7 8 I @ @ @ @ @ @ ® @ § § ALL BOLTS SHALL BE j"0 U.N.O. & ALL WELDS SHALL BE ts" FILLET WELDS USING 4043 FILLER RODS. PROVIDE WELDS ALL AROUND STRUCTURAL TUBES & ANGLES TO PLATES. WELDING PROCESS SHALL BE TIG OR GMAW. ALL BOLT & NUT HEADS OF FASTENERS IN CONTACT WITH ALUM. SHALL HAVE NEOPRENE EPDM WASHERS. CONTRACTOR SHALL INCLUDE DEWATERING METHODS TO LOWER WATER LEVELS ENCOUNTERED DURING EXCAVATION OF SOIL. SHALL OVER EXCAVATE 18" DEEP FOR A 6" THICK "MUD MAT" W/ COMPACTED #53's UP TO BTM OF REQUIRED FOOTING ELEVATION. STRUCTURAL PLAN KEYNOTES 055000 METAL FABRICATIONS ALUMINUM C12,8.27 STAIR STRINGER 055000-METAL FABRICATIONS ALUMINUM C1Ox6.14 PERIMETER CHANNEL 055000-METAL FABRICATIONS ALUMINUM W5x3.70 JOIST @ 3 '-0" O.C. (PROVIDE ADDITIONAL JOIST DIRECTLY UNDER LIFT STATION PUMP CONTROL PANEL) 05:;ooo METAL FABRICATIONS ALUMINUM C5x2.21 GIRDER 033000 CAST IN PLACE CONCRETE (2)-24"0 CONCRETE PIERS w/ 3',7',12"0 CONCRETE FOOTING 033000 CAST IN PLACE CONCRETE 4'x5',2'DEEP EXTERIOR LANDING w/ 4x4-W4xW4 W.W.R. 055000-METAL FABRICATIONS 6" PIPE BOLLARD ENCASED IN 18"0 , 3'-6" DEEP CONC. PIER. (SEE DETAIL ON SHEET 22) 055000-METAL FABRICATIONS ALUMINUM 4",4"><,j" TUBE w/ WELDED 8"x8",i"T BASE PLATE. 055000 METAL FABRICATIONS ALUMINUM L3",2"><,j" ANGLE AROUND PRE-CAST STRUCTURE. 05500Q METAL FABRICATIONS ALUMINUM L3"'3",j" ANGLE BRACE I I 3 2 A5 DETAIL BOLT ON EA. SIDE OF "S3" BTM FLANGE "-----<S4 DBL SCALE, 1 1/2" = 1'-0" A5 <O I n @- DETAIL l---<A2 S2 (4) ij"0 DIA. HOLES [l"0,18" GALV. A.T.R w/ 3" PROJ.) SCALE,3/4" - 1'-0" A5 <D I n ----@ 055000-METAL FABRICATIONS -e+---- ALUM. L3"'3",j" ANGLE WELOED TO END OF "S3". ALUM. j" ft STIFFENER WELDED TO "S3'' AT BRG POINT A2 S2 SEE GENERAL NOTE 6 4 M DETAIL 055000-METAL FABRICATIONS ALUM. j" ft STIFFENER WELDED TO "S3" AT BRG POINT SCALL 1 1/2" - 1'-0" 033000 CAST IN PLACE CONCRETE 24"0 CONCRETE PIER w/ (12)-#6 VERT. BARS w/ STD go· HOOKS EVENLY SPACED INSIDE OF #3 CIRCULAR TIES @ 1O" O.C. ( EXTEND HOOKS INTO FTG 9" ) 1" NON-SHRINK GROUT PAD TYPICAL PIER DETAIL SCALE, 1" - 1'-0" A3 , { SEE • GENERAL NOTE "' I n "' "' I n I A2) 6 4 1 • SINGLE S4 I 1 S9 B DETAIL SCALE,3/4" = 1'-0" SEE GENERAL NOTE 8 _/ n 3 " SECTION PRE-CAST STRUCTURE Q55000-METAL FABRICATIONS 0j",4" S.S. WEDGE ANCHOR @ 16" O.C. (SEE GENERAL NOTE 7) SCALE, 1/2" - 1'-0" n T LANDING lllllli!nilllil ELEV. - 473.80' C SECTION SCALE, 1/2" - 1'-0" lll'lilllll'I I II IIIIIIIIQILlllt • • • 7'-o" LIFT STATION PUMP CONTROL PANEL �DBL tt <O I n ffi.l;;, . � � ... . .. . . 055000-METAL FABRICATIONS �"x6" S.S. WEDGE ANCHOR (SEE GENERAL NOTE 7) A SECTION 055000-METAL FABRICATIONS 4"LONG ALUM. L3"'3"xj" ANGLE WELOED TO STRINGER 033000-CAST-IN-PLACE CONCRETE 3",7'x12"0 CONC. FTG w/ #5 BARS T&BTM @ 14" O.C.E.W. (PROVIDE 3" CONCRETE COVER) SCALE, 1/2" - 1'-0" l 1 3'-o" l 5'-3 " B2 7 S2 5 " "' 055QOO-METAL FABRICATIONS r ALUM. L2",5"<l" ANGLE S10 DETAIL SCALE, 1 1/2" 1'-0" i's" 055000-METAL FABRICATIONS 5" WIDE , j" THICK ALUM. ft EA. END _ _ _, S4 SINGLE DETAIL SCALE,1" = 1 '- Q " ,� A1 / ·� <O I n A5 T GRATING ELEV. - 479.80' • S4 SINGLE -----@ / 1" NON-SHRINK GROUT PAD (TYP. EA. TUBE COLUMN) cL"-�� T/C � NC PIE� cl,. ELEV. - 74.30 'f , c, T/FTG � = 472.30' \_Q33000 CAST IN PLACE CONCRETE 3',7',12"D CONC. FTG w/ #5 BARS T&BTM @ 14" O.C.E.W. (PROVIDE 3" CONCRETE COVER) I= <O I n T GRATING ELEV. - 479.80' A2 :------@ S4 SINGLE '----"S8 t A2 1" NON-SHRINK GROUT PAD (TYP EA. TUBE COLUMN) T/CONC. PIER � ELEV. = 474.30' ELEV. = T/FTG � 472.30' '--SEE GENERAL NOTE 8 LIFT STATION NO. 1A- PLATFORM REVISIONS PHASE II DIVISION I SEWER BID SET 02023 Midwestern Enginccn;. lnr. 802 Wc,;1 llroadway Stn:�1 f'.O. Box 29.'i L0<1)lDO!ce. Indian� 47553 DATE JULY 2023 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK PROJECT NUMBER 2021005-14 24 24 OF 29 I FILE NUMBER I # Do Not Use Plan Previews for Take Off