Midwestern Engineers, Inc. Plan Preview

EXISTING CONCRETE • 0 I '° • ., T/4" CAP UNIT -. J.�--- • L, •• • A. • 1'� 0 I "' ELEV. = 641.50 T ,r-ttJ-,-�---t----+f---a, �. _,__________________ 3 _ 0 _ ' _ - _ 0 _ " ________________ t' -= �t.::�=�·=· =• =t, ', �· =-11 i--l-+.,,-i 3 � 2 � 3 � 2 � 2 � 3 g S � E � G � M f E N NT I/ A \!, L ._E R J;; ET ii A \!! I N t,!J l!!j N Q G J!. W 8. AL L! L .S. S , .. RETAINING WALL 4-_____ 1 :.: o::_ · _ - ::: s_ " _____ .,,::s' ,_ ' _.: 4 _ ' -:_ o ::_ " _-,f'.s :,i " � - 4 ::. '_ -_:: o :_ "_ _,,::s ,, " __: 4 :_ ' - _::. o _ " _ ,, s� · ,_ · _.: 4 _ '- :_ o ::_ " _+.,:s ', " t -�-· �· _'.1 , ,71 .,,,v'/ . . .. . . • • . • • . • . I �--�-i- l2J .. • • . ' . N • .. ' - l2J FLOOR PLAN SCALE, 1/4" - 1'-0" . . " •• • T/LANDING � • . • ELEV,, - 634.Br' • • • .,,. fl. •• I · . . . . . . ,. • -· I J"" I I • "I • • I . . , " I 5'- o " , l B 3 • 0 I "' " T/4" CAP UNIT ��' f'ELEV. - 641.50 _, >. 0 I '° 1Q'-6" ·' - i--- -- - • 0 ' I I ' "' ' • t 0 ' • _; I N .�..L ' - ' c- I ' '° ' 0 - ' I , I C - ' ' 'A ' "' ' - -- 1 ' -- - -- ' ' ' ' 1<- 8 " ' - fc- I ' I I I •• - 1· • . . .. . . 2'.-0" . • • . • • ' . •• • ·t - , . . . . • . . . 1 • . • . . . . . • • • . . ' • • • . . • . A 3 !OUTSIDE FACEI !INSIDE FACEI 4'-8" • ro I "' � I - .,., . . . N T/LANDING " ELEV. - 641.50 T " � 30'-Q" 4'-8" 4'-8" � • - - -- "" ' .. .. . ·c - / CUT & REMOVE CONCRETE AT • 8" EXISTING CONTROL JOINT • ' ' . . .. . -�· - o '. . . . . ' . ' . .. . ' �� n . • T/cANOING � , . ,• EeEV_ � 634'.'81 , . - · , . . . l2J FOUNDATION PLAN SCALE, 1/4" - 1'-0" 16" 16" " • • • ·- . " • " .. • • r I • ' • -'" I [ • ' I • --, • _J I ,. ' • f ' ,. I · ' • . I " .J " • I " • • • I I " • • • - I ' I • I , . ' ' "INSIDE FACE" 323223-SEGMENTAL RETAINING WALLS G WALL RETAININ EXISTING ROOF PURUNS, RAFTERS, & BENCH SHALL BE REMOVED WITHOUT BEING DAMAGED & STORED AT LOCATION AS DIRECTED 074113.13-FORMED METAL ROOF PANELS 042000-UNIT MASONRY VERT. #5 BARS@ 32" O.C. & 16" O.C. "OUTSIDE FACE" BY OWNER FOR RE-USE. 061000-ROUGH CARPENTRY TREATED 2x8 PLATE w/ SILL SEALER GASKET & j"Ox16" AB.@ 16" O.C. 320513-SQILS FOR EXTERIOR IMPROVEMENTS SOIL TYPE (SS) 312000-EARTH MOVING ENGINEERED FILL 'i' T/CMU WALL ELEV. - 642.14 FIN. GRADE ELEV. = 641'± �] 1 1 =111=11r±111 L1 111= 1 1 1 �111=111= 11=l�-1 - 1 -1 1 I�-, i' 1 042000-UNIT MASONRY (?)-COURSES OF 8" CMU w/ VERT. #5 BARS IN GROUT FILLED CORES@ 32" O.C. "INSIDE FACE" & 16" O.C. "OUTSIDE FACE" 042000-UNIT MASONRY 8" CMU OPEN BTM K.O. BOND BEAM w/ #5 HORZ. BAR 0721OD-THERMAL INSULATION "XPS" (BELOW GRADE) 071100-DAMPROOFING COLD ASPHALTIC MATERIAL 334113-FO 4" PERFOR 033000-CAST-IN-PLACE CONCRETE CONTINUOUS 7'x12" DEEP CONC. FOOTING w/ #5 BARS T&BTM@ 9" O.C. -=+--j " " " V. OUTSIDE FACE 042000-UNIT MASONRY (4)-COURSES OF 8" CMU w/ 042000-UNIT MASONRY 8" CMU w/ VERT. #5 BARS IN GROUT FILLED CORES@ 32" O.C. VERT. #5 BARS IN GROUT FILLED CORES@ �7""77 1 -16" O.C. 11 0TH "INSIDE i( OUTSIDE FACE" 079200 JOINT SEALANT �--JS-#1 033000-CAST-IN-PLACE CONCRETE j" EXP. JOINT MATERIAL ·s/ne9bd\=4" CONG. EXTERIOR SLAB-ON-GRADE w/4x4-W4xW4 W.W.R. 1O" LONG #4 DOWEL ROD -- ---,,, N 033000-CAST-IN-PLACE CONCRETE 12" THICK CONC. WALL w/ #6 VERT. DOWELS@ 16" O.C.E.F.� & #4 HORZ. BARS SPACED AS SHOWN "' 320516-AGG. FOR EXTERIOR IMPROVEMENTS TYPE A3 AGGREFATE METAL ROOF PANELS MTL RAKE TRIM 43" #6 VERT. DOWELS WALL SECTION SCALE; 3/4" - 1'-0" A 033000-CAST-IN-PLACE CONCRETE 8" CONC. EXTERIOR SLAB-ON-GRADE w/ #4 BARS@ 12" O.C.E.W. T LANDING ELEV. - 641.50' J' • 0 I N 641 .52 0 I 12" 320516-AGG. FOR EXTERIOR IMPROVEMENTS TYPE A3 AGGREFATE 033000-CAST-IN-PLACE CONCRETE EXTERIOR CONCRETE SLAB-ON-GRADE D C WALL SECTION SCALE, 1/2" - 1'-0" 042000-UN I T MASONRY VERT. #5 BARS@ 16" O.C. BOTH "INSIDE & OUTSIDE FACE" WALL SECTION C SCALE, 1/2" - 1'-0" 323113-CHAIN LINK FENCE & GATES FENCE 055213-PIPE & TUBE RAILING HANDRAIL .L T/RETG. WALL CAP UNIT � ELEV. - 641.50' --.-·--1, 323223-SEGMENTAL RETAINING WALLS -- RETAINING WALL J; C.J . -+��,:,,;::, ! '----, - -. 7 079200-JOINT SEALANT JS-#1 033000-CAST-IN-PLACE CONCRETE �-j" EXP. JOINT MATERIAL STAIRWAY w/ #4 BARS@ 12" 0.C.E.W. --� 4" CONG. EXTERIOR SLAB-ON-GRADE w/4x4-W4xW4 W.W.R. B STAIRWAY SECTION SCALE, 1/2" - 1'-0" <O I "' / GRADE 634.73' / T/LANDING � Ill, ELEV. � 634.81' =1 \_ 320516-AGG ;C� OR EXTERIOR IMPROVEMENTS TYPE A3 AGGREFATE 033000-CAST-IN-PLACE CONCRETE 12" GRADE BEAM w/ #4 VERT. DOWELS @ 12" O.C.E.F & #4 HORZ. BARS @ 1O" O.C.E.F. DUGOUT IMPROVEMENTS REVISIONS BID SET (Cl 2023 Midw,·.slem Engi11<'c'rs. lnc S02 West Bro:.dw;1y Street P.O. llox 295 l,)Q�OQtcc, Indiana -17553 DATE OCTOBER 2023 DESIGN T.M.K. DRAWN T.M.K. - Q.C. CHECK PROJECT NUMBER 2023077-00 3 3 OF 5 I FILE NUMBER I 5.3529 Do Not Use Plan Previews for Take Off