Midwestern Engineers, Inc. Plan Preview

� � � JI Q ' QI Q � ;,. ' E Tl 0 " .. a <( ;. < - 0 ..i 'l " z " w m' 0 " o' N u w 0 " " r w w 0 " " , � " � w' w r 0 ,u <8 mo ;. 01 "9 �m 0 - N -- N '$ g .. � Sw Orow - 0 20 "' ·O �u zZ 0 ;;1 o, �u o_ c.:N 0 .. :E .s 0 O <o ' ' • <O I . <O v I N <O I 0:, 2 6'-6" / 0/ ' 4 FOOTING F2 DETAIL SCALE:I /2" � 1'-0" 6' 6" - / - j / 0,.. ,,. - -·. . - . . - FOOTING F1 DETAIL SCALE: i/2" = 1'-o" 3 3j" 1 Cl!" I�" ' ?;'+--�====· �� = �· r----­ , (' ' ?l' - ' ?;' ' - 4 I • • • 1 '-4" A.B. HOLES v ' V I'- $ T/STONE VENEER ELEV. � 536.94' 044313 ADHERED STONE MASONRY VENEER LIMESTONE TRIM CAP __,, MANUFACTURED STONE VENEER---- -+� (NOTE: ALTERNATE METHOD TO ' 055213-PIPE & TUBE RAILING GUARDRAIL w/ HANDRAIL $ T/STONE VENEER ELEV. � 536.94' 044313-ADHERED STONE MASONRY VENEER LIMESTONE TRIM CAP --n MANUFACTURED STONE VENEER---+�----, -=- ADHERE STONE TO CONCRETE PIER SIMILAR OR EQUAL PRODUCT TO F.F.E. 533.91' <O I "' ' 0 I (NOTE: ALTERNATE METHOD TO ADHERE STONE TO CONCRETE PIER SIMILAR OR EQUAL PRODUCT TO TECHNISEAL'S "STICKYSTONE" ADHESIVE PRODUCT #: 60050572.) F.F.E. 533.92' TECHNISEAL'S "STICKYSTONE" ADHESIVE PRODUCT #: 60050572.) "' I 1" 033000 CAS T IN PLACE CONCRETE EL • ' 5" EXTERIOR CONCRETE SLAB-ON-GRAOE w/ SYNTHETIC FIBER & 4X4-W4XW4 W.W.R._____,,-"' ECTRICAL CONDUIT AS REQ'D BY OWNER • • ' .. "' • #3 DOWELS @ 16" O.C. I • • • ------, 033000-CAST-IN-PLACE CONCRETE �# 6 BARS @ IO" O.C.E.W. ELECTRICAL CONDUIT AS RtQ'D ilY OWNER � #6 BARS @ 10" O.C.E.W. \,-0 N 24" ,,-�-#4 TIES (U.N.O.) ' I . - a:i <i. liQIE;_ DIMENSIONS SHOWN ON TIES ARE TAKEN FROM OUTSIDE. @ 12" 0.C. VERT. 4" EXTERIOR CONCRETE SLAB-ON-GRADE 033�00 CAST IN PLACE CONCRETE • • j" EiXP. JOINT MATERIAL RAMP W/ SYNTHETIC FIBER & 4X4-W4XW4 W.W.R. ' I 4 I I #3 powELS @ 16" O.C. I I • l-+-#3 DOWELS @ 16" O.C. (J-+--(2)-#4 HORZ. REBAR @ _ __J______ (4)-#5 HORZ. REBAR @ T/B T/B OF TURNDOWN FTG (TYP.) l 1 '-0" ' l OF TURNDOWN FTG (TYP.) _ 5'-0" ' C RAMP SECTION SCALE:3/4" � 1'-0" • ... • 079200 JOINT SEALANT JOINT SEALANT "JS#I"--� 033000 CAST IN PLACE CONCRETE j" EXP. JOINT MATERIAL AROUND TUBE-� (4)-¢1"x22" ASTM F1554 GR. 55 ZINC-PLATED ANCHOR ROOS w/ F436 ZINC PLATED WASHERS SET OF GRADE "A" H.D. ZINC PLATED NUTS & TACK WELDED GRADE "A" H.D. NUT AT BTM -� . _ 079200 JOIN! SEALANT JOINT SEALANT "JS#I" w/ FOAM BACKER ROD --- T STQNi'. _VENEE�---- _ ELEV. � 536.94' 1.0.P. ELEY. = 536.61' CAST IN Pl.AC!; CONCRETE "3' I ... 033000 #4 TIES @ 12" O.C. VERT, (U.N.O.) -�---... $ T.O.G. ELEV. = 533.79' ±I" 079200-JOI NT SEALAN T ,---- JOINT SEALANT "JS#I" ELECTRICAL CONDUIT AS REQ'D BY OWNER 0 33000-CAST-IN-PLACE CONCRETE j" EXP. JOINT MATERIAL ' ' 0:, I . - ' "' "' • • " • 3" • • "' , "' • 5" EXTERIOR CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & 4x4-W4xW4 W.W.R. 4" 1 o" 1 o" • ' ' ' I ' I I I 033000-CAST-I N-PLACE CONCRETE (2)-#3 HORZ. BARS • I ��---j (2)-8"¢ SONOTUBE FTG's w/ (2)-#3 DOWELS------' STEP SECTION SCALE:3/4" � 1'-0" ,----------- STRUCTURAL STL TUBE COLUMN & BASE PLATE (BY OTHERS) OJ;;oO.O-CAST-IN-.PLACE.CONCRETE ,-------- lj" NON-SHRINK GROUT PAD UNDER SASE PLATE ,----� NON-SHRINK GROUT FILLED IN AROUND BASE PLATE: (INSTALL 2j"¢ PVC FOR VOID AROUND NUTS.) l --tt- - -:;:� �-- O;l3DOQ-CASf�JN�PLACE CONCRETE �L (8)-#7 VE'RT. DOWELS W/ S1D 90' HOOKS "' 16 11 - ,IL,-,iel,- -----L = --- -1- .J-4__ 1----· 079200-JOINI SEALANT ,---JOINT SEALANT "JS#I" • .1 • .,, I I I I . ' I : ,d .j � ,i 033000-CAST-lN-PLACE CONCRETE i �-- j" EXP. JOINT MATERIAl �=====·� I • 1==;,c=== ,--- 5" EXTERIOR CONCRETE SLAB-ON-GRADE I • / 1 • w SYNTHETIC FIBER & 4x4-W4xW4 W.W.R. Ll .. I I I ,. • I I I 4 i",,f-----,/.-------- 1 "' . �• I I • ______ I -------t :.J�------ MINIMUM 4" COMPACTED ACG, BASE (INDOT #53's) • • ., • 11 I I I I I I I I I I I I -1 I "' I I I I I I I I I ,, I I I • I I I I . I I I I I I I I __ ) ,,) --- • • • ,l � • . • 4 • • A �---+----ROUGHEN T.O.F. UNDER PIER • MIN. f AMPLITUDE 4 • 3" ...__�p - - + - - - 033000 CAST IN PLACE CONCRETE - #6 BARS @ IO" O.C.E.W. 4 , 10" 1 o" 1 o" 1O" 1 o" 4" -'"'- . -11'-- -.· - � #4x10" SMOOTH DOWEL@ 16" O.C. w/ ' ';, �= cc=== "SIKA-SPEED LOAD" DOWEL INSERT 6'-6" ' ... ' ... • 079200-JOINT SEALANT JOINT SEALANT "JS#I" 033D00-CAST-I N-PLACE j" EXP. JOINT MATERIAL !e-- MINIMUM 4" COMPACTED AGG. BASE (INDOT #53's) CONCRETE PIER P1 SECTION GENERAL CONSTRUCTION NOTES SCALE: I" - l'-0" RAMP & LANDING SURFACE SHALL HAVE A LIGHT BROOM FINISH. CONCRETE ' ' rn --1-, . . 2 ALL FOOTINGS SHALL SIT ON UNDISTURBED SOIL A MIN. OF 24" BELOW THE FINAL FINISH GRADE. CONCRETE PIER P1 REINF. DETAIL 1 TYPICAL EXPANSION JOINT DETAIL SCALE: 1" - 1'-0" SCALE: I" - l'-0" PROPOSED SHELTER - FOUNDATION DETAILS RE\'ISIONS BID SET C 2024 Midwest�nt Engl11ccn. Inc. 802 \Vc.;t Bro,1dway Stnee\ P.O. Box 2!15 Looguo!ce. lndiann 47553 DATE APRIL 2024 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK C.W.R. PROJECT NUMBER 2022115-00 15 15 OF 20 I Fll.E """"ER 4346.3 I Do Not Use Plan Previews for Take Off