Midwestern Engineers, Inc. Plan Preview

78 77 77 76 76 75 75 ii 74 " o 74 w � 73 w > 73 72 72 71 71 70 I}- - - 70 =EX SANITARY MANHOLE -RIM· 747.78 =INV (NW): 741.11 -INV (NE): 733.52 l(TO BE PLUGGED) -1PROPOSEO INV (SE): 741.01 3+00 � -1='1 - - 49 L.F. of 8" SDR-35 PVC SANITARY SEWER @ 0.40% SLOPE >- ct'. z <(';- Cf) <( 0 Cf) WW Cf) _J oo o.. I oz ct'.<( 0.. 2 2+00 LINE SEGMENT "S-A" EX. GRADE (ASPHALT) � - - PROPOSED 70 L.F. OF 30" STEEL CASING INSTALLED BY JACK AND BORE ' ' ' - PROPOSED 116 L.F. of 18" F-679 PVC SANITARY SEWER@ 0.40% SLOPE ' ' I ' -i BORE PIT 40'Lx 15'Wx 19'0 .,: ' Cf) - w co- . � Z O · _J +l "q" � 0� � I'-- 0 .. ���Cu' ...- r---z Cf) .:,: �>> (J)O::'.ZZ HORIZONTAL SCALE 1"=20' � 1+00 � STA 0+00 LINE "S-A" STA 0+00 LINE "S-B" RIM: 747.50± INV (NW) 738.45 INV (E) 734.81 INV (N) 740.00 (MIN) (PROP. FM) N.1739479.31 E.3002062.88 w z ' _J � ct'. + I • - • - "'= ' PROPOSED 81 L F of 18" F-679 PVC SANITARY SEWER@ 0.40% SLOPE _i RECEIVING PIT 15'Lx 15'Wx 16'0 >- ct'. ;:i: .,: ' Cf) ZN - )G � w <( ' � Cf) <(Z O co 0 Cf) _J +I ,q- ("') <')� � WW - <') Cf) _J � 2�Cu' oo 0.. I 0 r---z Cf) oz .:,: �>> ct'.<( 0.. 2 (1)0::'.ZZ ' \ I �WFOROSVlelE COMM\J"TY SCHOOL.CORP 54-10.07�0-025.� - - ;,: .,: a) ' ' ' !:L v.> '!J - - - - 2 LL 0.. 0.. -- z 2 "' WWW � ..-- � ZZZZ cocoa o O _J_J _j�("') � ci � <') " LLJ I- 000lO . . f"-- f"-- (f)<(OOOr---° � Q + + +v ;....:..;....:.. o... Cf) ooor---z w z � t;: .:,: ;:i: ;:i: � >>> 0... -l (f)(f)(J)O::'.ZZZ 0+00 S.N. 1 S.N. 2 - . FOLLOWING PROPOSED LIFT STATION BEING PLACED IN SERVICE, CONTRACTOR TO PLUG EXISTING SEWERS, REMOVE CASTING AND TOP SECTION OF EXISTING MANHOLE, PUNCTURE BOTTOM OF STRUCTURE TO PREVENT STRUCTURE FROM HOLDING WATER AND BACKFILL WITH CLEAN SANO. SURFACE OVER MANHOLE TO BE TOPPED WITH 6 INCHES OF TOPSOIL AND SEEDED. FOLLOWING PROPOSED LIFT STATION BEING PLACED IN SERVICE, CONTRACTOR TO PLUG EXISTING SEWERS, REMOVE CASTING AND TOP SECTION OF EXISTING MANHOLE, PUNCTURE BOTTOM OF STRUCTURE TO PREVENT STRUCTURE FROM HOLDING WATER AND BACKFILL WITH CLEAN SAND. SURFACE OVER MANHOLE TO BE TOPPED WITH GEOTEXTILE FABRIC AND REVETMENT RIPRAP. S.N. 3 FOLLOWING PROPOSED LIFT STATION BEING PLACED IN SERVICE, CONTRACTOR TO PLUG EXISTING SEWER TO WATER TIGHT CONDITION. '80 78 775 77 770 77 765 76 760 76 755 75 750 75 - 745 74 - 740 74 - 735 73 730 73 725 72 720 72 - 715 71 - 710 71 705 70 700 ·- 70 LINE SEGMENT "S-B" ' ' EX. SANITARY MANHOLE RIM: 746.55 ' INV (E): 734.90 INV (S): 735.20 ' INV (N): 735.1Dl(TO BE PLUGGED) PROPOSED INV (W): 734.90 4'. 4'. � z' 21 L.F. of � � f.>- lO -� "'=-.10" SDR-35 PVC WLU w= v . ._�SANITARY SEWER ZZZZ-oi � g @ 0.40% SLOPE 0 0_J-l _J +i('") V ci - 0r--- ('") WI- 00 OlO .. I '-- V (f)<(ooor---: � I '-- 01- + + +v ;....:..;....:.. n_(/)000,..._zwz 0f- ,<<(<( �>>> o::u..1-1-1- z 0... _J(/)(/)(/)et: z z 0+00 HORIZONTAL SCALE 1'":20' 780 775 770 765 760 755 750 " 745 ,11 - " w� < 740 ow� � 735 o::w > 730 725 720 715 710 705 700 0+80 LINE SEGMENT "S-A" STA. 0+00 TO 2+47 AND LINE SEGMENT "S-B" STA. 0+00 TO 0+21 REVlSIONS BID SET 0?024 Midwestern [nginL'<:f>. Inc. 802 \Vest Uro:idw�y Street P.O. Box 295 L<x,goolt><'. !�diana47553 DATE JULY 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2023083-00 03 03 OF 26 I FlLE NUMBER 44324 Do Not Use Plan Previews for Take Off