Midwestern Engineers, Inc. Plan Preview

< < z < ., �' z •• < • � " o' z .� � �;;� •o NW Q -. --.. ' N- -,�� • •• :!: l!) : [ : = •• iii o::I ill Q Ll.l <t � £� - Q "" � •• >0 gg "-, 8� ::i;',1 -N l' -_,, . <c i I -- 14'-8" 2'-1" 2'-1" 5 ' - 2 Ys " r-·- (111�) .. ·.. · e e· -. :._1· 0 S � · E . AR : GA ;E{ 1 FT R�· 0To·J·· e --:ci . I I · EXTEND THRU TOP SLAB. ·' LOCATION TO BE FIELD I I I I I I I I I I I I I I I I I I I I I VERIFIED. PROVIDE S.S. HOOK TO SECURE HANDLE IN OPEN AND CLOSED POSITION. (TYP.) . - -· · I I . · .· SHEAR GATE LIFT ROD TO EXTEND TO ROOF HATCH PROVIDE SS HOOK TO SECURE HANDLE IN OPEN AND CLOSED POSITION. I I I I I . ' NEW BACKWASH HOLDING TANK · 1 . 05542 - ACCESS DOOR & LADDER · 36"x36" ACCESS HATCH (TYP. OF 2) . LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLU ....LLLL LL_LLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLL LLLLL I PROVIDE .Y;,"0 S. S HOOK FOR RADAR MONITOR DRILL & EPOXY INTO BOTIOM OF CONCRETE SLAB NEAR HATCH FOR ACCESSIBILITY. ··L I I SHEAR GATE LIFT ROD TO�-',-,,.'---(ij I EXTEND THRU TOP SLAB. ·. LOCATION TO BE FIELD I VERIFIED. PROVIDE S.S. HOOK TO SECURE 1 · HANDLE IN OPEN AND ij CLOSED POSITION. (TYP.) �,. ···: I ' -. -·. _J. N 5' -6)S:" r---:-c - . · . - ..- . 1 ·· • . :t= ,--'- � -· - 43'-0" 2'-0" 2'-0" LL LL LLLLL LLLL L L LLL LLLL LL'---LL LLLL L L LLL LLL- LLLLL LLLL LLLLL LLLL L LLLL LLLL - . . LLLLL LLLL LLLLL LLLL JcOO e e e : 1 :. . CORE DRILL EX CONC TOP SLA . B,J · . i­ i 28'-4" 10'-8" LLLLLLL L LLLLLLLLLLLLL L L L LLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLL L L LL_LLLLLLL L LLLLLLLL tLn:ct_l_-r::r:;:_l_o=t::'Lttl:t..Lt LLLL-LLLLLLLLLLLLLLLL LLLLLLLLLL L LLLLLLLLLL LLLLc...LLLLLL L LLLLLLLLL LLLLLc.. LL LLLLLLLL....LLLL LL L LLLLLL_ L L L LLLLLLLL LLLLLLLLLLLLLLLLLLLLL L �� L ��� L �� L � LLLLLLLLL I ·.·· ) SIMILAR TO PIPE PENETRATION TYPE 3. SEE DETAIL, SHEET S2.01. SHEAR GATE LIFT ROD TO EXTEND THRU TOP SLAB. LOCATION TO BE FIELD VERIFIED. . PROVIDE S S. HOOK TO SECURE HANDLE IN OPEN AND CLOSED POSITION (TYP.) ·.L _.._ l ·. r-:- j. ' I 1 I I I I I I I t . · ... I · . . EXISTING BACKWASH HOLDING TANK . .... I \ · ... I I I' J l I t. · . I ·.. c:ct::LLLLLLL LLLLLL_L.. L L LLLLL L LLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLL L L LLLLLLLL LL L <....LLLLLL L L LL L LLLLL L L I I ... I I l I I I . 1 ttLLLL'.:::Ltu LLLLLLLLLL LLLLLL'-LLL L _Lc._LLc..._L L LLLLLLLc...LL LLLLLL_LLL LLL-LL_LLL LLLLLLLLLL LLLLLLL'- 1: L LL LLLL-L L L LL L I... L L LLLLLLLL LLLL1...LLLLLI LLL L LLLLLL LLL L LLLLLL LLLLLLLLLLI .LLLLLLLLLL LLLLLLL L LL LL.LLLL.Ll. LLLLLLLLLL! LLLL_LLLLLl. I .. I cJ 2'-0" 2'-0" 4'-1)1,." -- ...c..._ ---:- --, --.-- - � · · . 9 ;, -. -- I ·-· · - ::j - . .-.-. . . . . . -. -. - --. e Cwl CONC. TOP SLAB, SIMILAR TO PIPE PENETRATION . TYPE 3. SEE DETAIL, SHEET S2.01. · SHEAR GATE LIFT ROD TO EXTEND THRU TOP SLAB · LOCATION TO BE FIELD VERIFIED. PROVIDE S.S. HOOK TO SECURE HANDLE IN OPEN AND CLOSED POSITION. (TYP.) I I l I I I T J EXISTING BACKWASH HOLDING TANK I I r l j PROVIDEW0 S.S. HOOK FOR RADAR MONITOR DRILL & EPOXY INTO BOTTOM OF CONCRETE SLAB NEAR HATCH FOR ACCESSIBILITY. I I . PROVIDE �"0 S S. HOOK FOR RADAR MONITOR. DRILL & EPOXY INTO BOTTOM OF CONCRETE SLAB I I I I I . 1 1 L I SHEAR GATE LIFT ROD TO EXTEND THRU TOP SLAB. LOCATION TO BE FIELD VERIFIED. PROVIDE S.S. HOOK TO SECURE HANDLE IN OPEN AND CLOSED POSITION. (TYP.) L __ .� LLL L LL L LLLI LLLLLLLLLL LLLLLLLLLLI LLLLLLLLL L LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLL L LL LLLLLLLLLL ��LLLL�LL!--1 -- - -. ·. I I l · .. f. 1 r 1··· 1 � ..:.:.J· L '.· NEAR HATCH FOR ACCESSIBILITY. ·� ... ·-· - · . '. . .- - !-- LLLL L LLL_ LL:._LLLLLLL LLLLLLLL'.....'.... LLLc...LLLLL.... LLu_LLLLI._L L LLLLLLLLLLLLLLLLL,._ LLLLLLLLL'­ - !-- LLLLL L LLL f-+- LL f-+-��LL I j f l _. ·_J PROPOSED BACKWASH HOLDING TANK TOP PLAN SCALE: 3/8" = 1'-0" ' 4 <l <I " -1 4<1 j' J: <D "' F-­ N II---W0 S.S. HOOK w/ STANDARD 180 ° HOOK. SEE TYPICAL DOWEL DETAIL, SHEET S2.03 RADAR MONITOR HOOK DETAIL DO NOT SCALE " "' " "' "' <{ - 0 w _o ci <() Z<§) ;i; 3" 14'-8" No. 6 BARS 34 SPA @ 5 " o c.t&b - 14'-2" No. 5 DOWELS x 2'-0" LONG DIAGONAL BARS@ CORNERS OF ACCESS HATCHES 3" I I - � - -1 -- -1 - - - 1-1-- - LLLLLLLttt F!=af-l-'s.- . - � - - - - · � LLLLLLL LLL - r LLLLLLLLLL FFal-J� , -Hl- - l- -l--l--1-HHHHH-+-+-+-+ -+ -+ - + - + - + - + ++ fH -� LLLLLLLLL . · 1 . • LLLLLLLL LL LLLLLL � LLL - _LLLLLL r�H- "=4.J-'o ' ' ��t±±±cttt n_ · :t::. · - -. -- -- 1 LI LL\ 1 LLL H-l+---+-H-1---Hl----l' CS-8 (TYP. OF 1) ,=,= l--++-t--H-t-t++t-t-l--++-t---H-t-t++-+-t-1--++-t---Hrl-M=l=l+- t j j 1 .. ·. .I I I I I LLLLLLLLLL FFal-J - .. , . _ . : · . r- LL-LLL-LLL .. 1-HHHH-+-+-+-+-+-+-+-+-++++++++++++-I L LLLLLL_LL - .. · . . 1 · . • .. .. . L LLL LL LLLL LLL L LLLLLL LL[ _ L L L LLLL _ . · . LL- L LLLLLL ' L L_LLLLLLL M ·, .. LLLLLLLLLL '1=4.J- I L LLLLLI LI L - " I I ". t-Ht-t-++++-t-+--+-,-+-+-+-++++-+-f-+-l-+-++++-+-t--'..CI), ;A=F4.J-' . r / /]\. H++H-++ - +-H++H-++-+-H+-:'.cs - u (TYP OF 7) d:-,---f'l,,#a1=U-� - ·- ' ' H-ll--H-++-H-+-+-H-l--+-f-+-I--H-+-+-H-+-+-f-+-1--+-l< , ," I J-l=I-+---' t-+-t-+-t-+-t-+-t--t-t--t-++-++-+++++++++++++-t-",Cl) "/ H--ll-++-+-H-+-l,l''c--l-+-t-+-t-H-+-t-+-t-H-+-t-+-t-HH v '-J,*'s=U-' I j I J I . . '· • · : L_· - ·. · - .. . · . ;---,7'" . ..,_ -No. 5 BARS@ SLAB L -No. 5 DOWELS x 2·-0·· LONG@ 10" o.c. PENETRATIONS (TYP.)- 17" SEE TYPICAL DOWEL DETAIL, SHEET S2.03 17" NEW BACKWASH HOLDING TANK TOP SLAB REINFORCEMENT DETAIL SCALE: 3/8" = 1'-0" NOTE: WALL SLEEVES FOR TOP SLAB TO BE HOPE GENTRY-LINE® SLEEVES MODEL "CS" OR INFINITY® SLEEVES MODEL "IS" OR ENGINEER PRE-APPROVED EQUAL (SLEEVES SHALL HAVE INTEGRAL WATERSTOP AND SHALL BE SIZED AS SHOWN ON PLAN.} STATE OF BACKWASH HOLDING TANK - TOP PLAN VIEW (/) � I- z z� ww ::E � w a: > a. 0 ::; >­II z a. '.l ::E a. >­ z ::E w w� Iii � >- >- (/) ffi II � w ;: � � ;,; " REVISIONS :E BID SET 0 2023 1'.folwc.stern Engim:·ers. Inc. 802 \Vc�1 Ilro�dway S1rc'el PO Dox295 Loogootee. Indiana 47553 DATE NOV. 2023 DESIGN J.W.W.,:'.T.M.K. DRAWN M.M.C.,:'.K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 S2.02 23 OF 47 I Fll.£ NUMBER I 43648 Do Not Use Plan Previews for Take Off