Midwestern Engineers, Inc. Plan Preview

z < u < 0 r u 0 r w w 0 0 " u w w z w " w w w r " , o i!i 11 c8 � -o � '.'l ...J . ' ,o Q N9 ' 0" " q �- .- _N ' -N WO --"' .. a i') Sw ro r .. Ow < � -" � Qc � "> � Q ..,o "u � � I OD -< 'u r- .., r'-J 0 .. £ :5 >ro <c 055213-PIPE & TUBE RAILING RAMP HANDRAIL w/ RAIL FOR EDGE PROTECTION--..__ 033000-CAST-IN-PLACE CONCRETE 4" EXTERIOR CONCRETE SLAB - ON-GRADE LANDING w/ SYNTHETIC FIBER & 4x4-W4xW4 W.W.R . F.F.E. 533.54' 033000-CAST-IN-PLACE CONCRETE r 3" #4 VERT. DOWELS @ 12" O.C. ---.:=�� #4 HORZ. REBAR @ 12" O.C. --< T.O.F. ELEV. 531.75' . a, l 1'-5" l 1 1 I "' • 033000-CAST-IN-PLACE CONCRETE . ... __ DRILL & EPOXY 1 B"L DEFORMED #5 DOWEL BAR 6" INTO WALL DOWELS SPACED @ 12" O.C . VERT. . . , DOWELS TO BE PLACED IN CENTER OF WALL ' 1 6 TYPICAL DRILL & EPOXY WALL DETAIL SCALE: 1" � 1 ' -0" 2" j"x1" SAW CUT 4 033000-CAST-IN-PLACE CONCRETE 4" EXTERIOR CONCRETE SLAB-ON-GRADE LANDING w / SYNTHETIC FIBER & 4x4-W4xW4 W.W . R. (CUT WIRES @ JOINT TO WHERE A FULL TIE CROSSES JOINT @ 20" O.C.) COMPACTED AGG. BASE (INDOT #53's) 033000-CAST-IN-PLACE CONCRETE 4" EXTERIOR CONCRETE SLAB-ON-GRADE w / SYNTHETIC FIBER & 4x4-W4xW4 W.W.R. 079200-JOINT SEALANT -- - -JOINT SEALANT "JS#1" TYPICAL FLOOR CONTROL JOINT $ T/FIN. FLR ELEV. � 535.00' • • 033000-CAST-IN-PLACE CONCRETE - - - -- j" EXP. JOINT MATERIAL -- - -- DRILL & EPOXY 1B"L DEFORMED #3 DOWEL BAR 6" INTO WALL DOWELS SPACED @ 12" O.C. DOWELS TO BE PLACED IN CENTER OF FLOOR SLAB SCALE: 1" � 1'-0" 033000-CAST-IN-PLACE CONCRETE #4 VERT. DOWELS @ 12" O.C. ,1,,,,,Ef-.ii.. = ==---- 4" EXTERIOR CONCRETE SLAB-ON-GRADE #4 HORZ. REBAR @ 12" O.C. -� 'f W/ SYNTHETIC FIBER & 4X4-W4XW4 W.W.R. COMPACTED AGG. FILL (INDOT #S3's) 8" MINIMUM 4" COMPACTED AGG. BASE (INDOT #53's) E T.0.F. ELEV. � 532.67' a, • • OR 1 o" COMPACTED AGG. FILL (INDOT #53's) TYPICAL WALL SECTION WITH DOWELED RAMP SLAB SCALE: 1" � 1'-0" T.O.F. 531.75' -- == -- -� MITERED 1x6 PVC TRIM BRD AROUND TUBE STL COLUMN (CAULK T&BTM) 044313-ADHERED STONE MASONRY VENEER LIMESTONE TRIM CAP MANUFACTURED STONE VENEER (NOTE: ALTERNATE METHOD TO ADHERE STONE TO CONCRETE PIER SIMILAR OR EQUAL PRODUCT TO TECHNISEAL'S "STICKYSTONE" ADHESIVE PRODUCT #: 60050572.) T/STONE VENEER � ELEV. � 538.00' T/FIN. FLR � ELEV. � 535.00' EXP. JOINT 03�000-CAST-IN-PLAC� . �CONCRETE MINIMUM 4,, COMPACTED 033000-CAST-IN-PLACE CONCRETE 24 L #3 DOWELS @ 16 ro-cc-- - ----------------· #4 VERT. DOWELS @ 12" 0.C. • •, -_____1;_ � B .s� l:J i];�:���;: ti ;��� 1 4) AGG BASE (INDOT #53 ��- - - ---- -- -�l --- - - #4 HORZ. REBAR @ 12" O.C. l 1 ' -6" ,l ,l 1'-6" .f .. COMPACTED AGG. FILL (INDOT #53's) . . .. ' D ADA RAMP SECTION SCALE: 1/2" � 1'-0" 2 GENERAL CONSTRUCTION NOTES RAMP & LANDING SURFACE SHALL HAVE A LIGHT BROOM FINISH. ALL FOOTINGS SHALL SIT ON UNDISTURBED SOIL A MIN. OF 24" BELOW THE FINAL FINISH GRADE. STRUCTURAL CANOPY REVISIONS BID SET 0 2024 /lfidwesicrnEnginecr.s. Inc 802 West lltoadway Street P.O. Box 295 Loogoot.:c. !ndi:ma 47553 DATE JUNE 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK C.W.R. PROJECT NUMBER 2022115-00 1 6 16 OF 20 I FlLE """"ER 43462 I Do Not Use Plan Previews for Take Off