Midwestern Engineers, Inc. Plan Preview

/ sLowiN FAMrt::¥.... REVOl{:ABLE LIVING TRUs:.t; ' BA�DWIN. DALE F. & \ 97 0 �NDAS,TRUSTEES / - 31-06-03-378-012 ' ' fSTONE ""-. / BLKT. \ �=--r'-=---·�-�-t-•"1----1,�,--;.-i-.,.-1 ' - - --" � -�- ec.--.,,--- s ' \ I .. i E 4"GAS MAIN -ti -/---L I STONE a: MUZZILLO, CHAD D 31-06-03-378-013 I I ' , -909- k . I /\ l I _/ ·� I EX/SANITARYMANHOLE � _..J,ijM: 907.50± il.'. / ,1,�e INV (W): 899.50± INV (N): 899.40± � ITO BE ABANDONED! --ec---Pl. p� I ,..- --- '-908- - - ! EX. CATCH BASIN RIM: 907.50± �.-J EX. 2"GAS MAIN INV(N): 903.80± INV (NE): 903.70± l 11 ' 0 I s .______,PROPOSED LINE SEGMENT "S-A" SEE SHEETS 4-11 FOR DETAILS. / z 0 >- f- � (9 :'I: z :); - "' I � ' ' �I+-- EX. 8' W TER MAIN / kr ' \ ' ' \' I ' ' I l ' l l 1 I ' , I ' ' ' ' , _ l ' I i EX. 4" W TER MAIN ST O NE ' --- "" /( § I i I EX. ST O RM M ANH O LE RI M : 908.08± SW IN V (SW): 903.18± (8" VCP) IN V (SJ: 902.38±(12'' V CP) IN V {W): 895.38± (24"RCP) IN V (S): 902.98± (8"P V C) INV(E): 89528± (24j:RCI') IN V (N) 898 58± (1"",rR_ C_ P '- ) d--- PL Pl.� ' EX. CATCH B�--- RIM: 907.75± IN V (NW): 904.75:t EX. SANITARY M ANHOLE RIM: 906.25!1: INV (SW) 898.05± INV (NI,) : 89885± c� �TOBE ABANDONED[ - -- d � -- e: e, -- ""-, 1 1 1,-,,,.-'\------..---s:c=---," I .,.,-- r "- ' � \ \ - - -902- � S.N. 1 "" WYATI, KYLE & JOANNA 31.-06-03-379-QO? - - r ) --- " --- " --- " - -- HULLINGER, JEDIDIAH & DIEHM, TIFFANY 31-06-03-379-006 I / -----t--s. /_____,,,, $TM r,- "----1 / ST O NE /t"l?�IEX SANITARYMANHOLE RI M : 907.44 • lN V (NW): 902.94 'IN\/ (N): 896 92 IN V (S\,'\Q:896.84 IN V (S):9�.04 IN V (E): 896� --.... �I T :': 0 ':' B :': E = R :" E � M S" O � V '= E = D =l - ,C.-- --- ,; --�- - \ec --- PL - P1. I ) I / I I I PROPOSED 181 L F.of8"SDR-35 PVC SANITARY SEWER@0.40%SLOPE ' \ ' ZENT, JARRON W 31-06-03-379-012 ' ST O NE EX. SfQTi M MANH O LE W/ O PEN RATE RIM:906.9 IN V (NW): 8 4 :3'\ tNV(W): 89 .24 \ \ " --�\ ----,\ � "' EXISTING 12" SANITARYSEWER 7' (T O B E A B AND O NE D ) / t.. SANITARYMANH O LE 'V'RJM: 905.58 IN V (W) 894 83 INV($): 893.38 INV (W): 899.98 IN V (SE): 897.88 INV(N)c 893 38 IN V (NE):900.68 jTO BE A B AN DO NED I • ,--� e e EX. ST O R M M ANHOLE RIM: 905.68 JN V (W): 892.68 ' / BOLTON. GARY RAY & VALERIE JO 31-06-03-379-014 - SCALE: 1• = 20' - - / ( --- \ --10 \ ( EX. SANITARY M ANH O LE RI M : 905.60 IN V (W):896.40 IN V (N): 895.40 T O B E REM O VED IT O B E RE MOV ED! ......., / "' "' " \ \ \ \/ -- C O NTRACT O R T O REC O NNECT EXISTING SANITARYLATERALS. LATERAL L O CATI O NS ASSU M E D , C O NTRACT O R T O FIELD L O CATE PRIOR T O CONSTRUCTI O N. =-------r-' \ N + S.N. 1 PROPOSED SANITARY MANHOLE SB-2 STA: 3+11 LINE "S-B" RIM: 905.83± INV (W): 897 02 N.2251512.62 E.506100.28 ':::::::::!l--- ____,..--:'----8--� - ll'l"' l " ) ec --- a --- e, --- . --- "--- / "" I \ \ e, .. \ \ \ I I I I \ •o, / / SANITARYPIPE AND PLUG ENDS IN EXISTING ST O R M M ANHOLE / / ( / / ' IN V (E)c 893 . 4 "' IN V (E): 892.63 T/EX. SAN. 894.28 - ec. \r----'� <•L � Pl --�--t-�"--- e, ---.•� -�-H SPECIAL NOTES sm =--+ - :;,!,---"--� --1- � \ ' EXISTING 18"SANITARY SEWER (T O B E REM OV ED) PROPOSED SANITARY MANHOLE SB-1 STA: 1+81 LINE "S-B" RIM 907.44± S.N 1 CONTRACTOR TO RECONNECT EXISTING SANITARY LATERALS TO PROPOSED SANITARY � ' 1- -- 1- s - E _w_ E _ R _ M _ A _ IN - PE _ R _ D _ E _�_1 L _o_ N _s H _ E _ E _ T _ 2 s_ . _ L _1 N _ E _ A _ L _ F _o _ o _ T _ A _ G _ E _ o _ F _s A _ N _ 1 T _ A _ R _ Y _ L _ A _ T _ E - RA _ L _ 1 s ___� ESTIMATED AND MAY NEED TO BE FIELD ADJUSTED SN 2 CONTRACTOR TO FIELD LOCATE EXISTING SANITARY LATERAL & REDIRECT FROM EAST SIDE i OF HOME TO CONNECT TO THE PROPOSED SANITARY SEWER (LINE "S-A") ON WASHINGTON - ) I MILLER, CHARLES E. 31-06-03-381-001 INV (E) 896.50 ·1 , ST. SANITARY CLEANOUTS SHALL BE INSTALLED AT ALL TURNS IN PROPOSED SANITARY LATERAL AND PER DETAIL ON SHEET 26 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROPERTY RESTORATION INCLUDING, BUT NOT LIMITED TO, SHRUBS, TREES AND FENCES. CONTRACTOR SHALL COORDINATE PROPERTY ACCESS WITH INDIVIDUALPROPERTY 1! OWNERS AND SERVICE INTERRUPTION SHALL BE KEPT TO A MINIMUM. PROPOSED LATERAL / l � - PL -�� SC ----; �\ INV (N) 896.92 INV (W): 896.40 INV (S) 903,04 (INSIDE DROP) 1NV (NW) 902.94 (INSIQE QROP) "--- N 2251_ �0�.21 �5_0_ 597Q_. o_O___ ______ __ t _ FE�N!Al:S, L�G <Q. f�E RENTALS, bLG �sos- 31-06-03-381-oor � 51-00-03-a81-eo8 --1 ' SHALLAVOID EXISTING UTILITIES ANDSHALL HAVE A MINIMUM SLOPE OF 0.75%, SN 3 EXISTING SANITARY SEWER TO BEABANDONED CONTRACTORTO COMPLETeLY FILL ' - EXISTINGSEWER WITH FLOWABLEFILL ro WAtE'RTIGHt CONDITION. --- - --- �- - - \, , s N, 4 CONTRACTOR to eXTEND f>R0i'0S80 SANITARY S�RVli;o LAt�RAL to i'�Oi'eRTY LINg P�i'1 DETAIL ON SHE�f 2€1, PLUG tHALL BE INSfALLEGJFO� FiJTURE CONN�Gf l ON. '-- • / e, • - REVISI NS LINE SEGMENT "S-B" STA. 0+00 TO 3+11 �1--------------------------------------------------------------------------=::.:.:.::.=:.=::.=�.:.._::..::._::..::_::...:.._:�..:..:_::...�;_________________________________________________________________________ .l!:=======:!.I 91>-,,----,----,-----,,----,---,-------,----,----,----,----,----,-----,----,---�-----,---,-----,----,---,---,----,---,-------,---,-----,----,---.,-----,----,---.,-----,---,---.,....----,----,---.,--915 Cl'. +---t---+--+---+---+--+---+---+---+---+---+---+---+---+---+----t---+---+--+---+---+--+---+---+--w '- --t---+-- + --t-- -+ -- + -- t- - -+ - -+--t - --+ --+ -- +- --+-- + -- +- - -+ --- i1-- --+-- + -- t- -- + -- + -- t- S00 � w 000 � � wi-zz 0 wl-zz--- , ---+---+---+---+ U) a:: ii: O 5� a::ii: O +---t---+-- + --t---+-- + --t ---+-- + --t ---+--+-- +- --+-- + --+---+--+--+---+---t---t---1--+ - �o ::::if'.= FULL DEPTH STRUCTURE a:: ��� f'.= ---r--+-- t---+---t- a::i-o u _W U) u """U ---+--+---1 ----t--+-o u 1- ::::i BACKFILL COMPACTED TO 95% U) <( <( 1- ::::i ---1---+---+- - -+--- + 1 1 - EX. GRADE(ASPHALT) 1- <( ua:: VJ a:: u a:: 91 D-l- - + -- +- - -cl- - -+ -- +- - --''-- - -+ -- +- -- t- - -+ -- + - - t- - -+ -- + --t- - -+/+ I U) a:: w 1- MODIFIED PROCTOR (TYP.) - <( I 1- w 1- -- -+ --+--l ---+--+.<>·10 00�5� I (D�zb� + --- t- - -+ -- + -- t- - - + -- +- -- t- - -t- -- + -- t -- -t- -- + --+- - -+ -- + -- 1/ - -+ -- +-, -- 1 --- -+ - -+--t- - -+ -- + -- t-x o a:: o / X wo o::: o --- 1---+---1----t---+ w � o.. u w O � o.. u ---r--+- --1---+--- + g o - +---+---+--t--+--S-Hc":.ec::..,_ 1 e-c::,.,: . 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SANITARYMANH O LE RI M : 905.60 > +---t---+--+- -l---'=+ = --+ - o: o: - C O NSTRUCTION) RIM· 907.44 -+--t---+--+--! ---+-- +--t---1 N V (W): 89640 8 9 D-lt- - -+ - -+- - --'t - -- -+- - --'II---� � IN V (NW): 902.94 IN V (N): 89540 - .+-----;�---+---+----,+----+---+----;1--e-,o > > INV (N): 896.92 IT O BE RE MOV ED I +--- 1 ----t ---+--- 1 -----r- - iL-:":"--t---+---+---1-- - -t---+---+---+--+---+-1 NV(SW):896.84 .-.CL--+---+ --+�=¥-==.-=�-�-- i ---+--+-- +- - - t --+ -- +- - --+ +---t---+-- + --t---+-- 0 -co "": IN V (S): 903.04 0..0-- 1 ----t---+---+---+---+---+---t---+---+ ---t---+ --+---+ + ---l----t--+---1---- \--- 0::: >< >< IN V (El: 896.64 Q 0::: - -+--+---,--+-- +- --,l---+--+--l -t---+--+---t---+--+ 0 - w w T O B E R EM O VE D 0::: 0 ;-----;---+---+----'---+--W O W--1----t---+---+---+---+---+---t---+---+---t---+---+-- - + 0 WO BS. 5--i \---+--+----'r- Et: � - - -+-- (/) --+--+---+--+--+---+--+--+---+-- + --+---+--+--+---+-- Ee O(/) -- t- - -+ --+-- +- - -+ -- + -- +- - -+ - - + -- +-rr +--->----+--+--- , rn·-1-- ...- rn W z . -_.,.. ,.,,., � (/.) "';' ::> � "';' z ::::.. � LI;' +- --t---+-- + -c: : C/) -o (/) --- Cl) -+---t---+-sa5 z(")w= . ._ z = 'If" z = + - --+---+---+-- <�zW rororo <�w oN�•cr, c�w N--+-- -+ �--t---+--+ - (/)��z�,ro©� (/)ffiZ .�� ON (/)ffiZ 0 a (/) __, Tl - +l ...� v� © (') 0 ;a . --+-- - -+ O ��©��� o(f)��©©mom oW�(')� 88-t---+--+---r-WW�o-<:n<:n<:n WW-•<:n<:nro cr, WW-roi--,---+�- (1)-' +o�rororo (1)-'ro�roro � (!)-'-� + ---t---+--+-ooo+o��� oO+o���-> Q O�o� + ---+---+- -+-- o..I (")o mwwz a..I�mwz��z o..I'·,m> - - , -- -+ �--+---+--�-��� ��>>> oz� �>> >> > ����> 2 --t--+ o..�w(/)o:::zzz o:::�r--zz 22 z "'== +- -- t - - +---+-- r 1 - -r - [Lr� (/) f- - 1 - T [L � (/) O'.'. r -+-- ---+ BL , -75 0+00 1+00 2+00 3+00 HORIZONTAL SCALE 1"=20' LINE SEGMENT "S-B" STA. 0+00 TO 2+95 11 BID SET 02024 Midwestern Engineer,;. Inc. 802 Wtl.11 Broadway S1rec1 PO. Boi 295 Loogootee, lndi;,na47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 12 12 OF 35 FILE NUMBER : i.LU lf.,o 11 Do Not Use Plan Previews for Take Off