0 00 w w 0 z <z " < < " < r 9' •J 0 " � w w '" < zz � w l.l u �z a- • "' m > Ci --- Or ,o � �N ...: <. NO oo ► Oo, "' " � •o :,: ;ii; V ,. = � •" -w 8� 0 -� .i Ro :t "u ez w -, w� �y .� -c -.; ; <a N 1234625.2685 E: 282991 3.2465 EX. 12" SANITARY GRA"1TY MAIN r PCOPI,NTNANILo, 5001 -•--==-· CP. i" REBAR fPOINT No,! 5000 EWXAI STTEIRN GM A1 2t N• 77' - -,,. ,;w - UTILNI:TY12CROSSING 34539.3191 E: 2829943.7307 \ 460 • .t i t I l r!:�➔ rc p VEMENT r r 1 11 _/ 1T/ PCOOINNNTEOCFT CNOENWN 8E"CPTVI OCN. S· SDTRA- 2 60 +G0R0 A V I T Y SSEEEWESRHEMEATIN9 FTOOREXD.EDTOAIWLSNSTREAM MH 4, / I P�ASE I DIVISl�N I ' ' -1 C0� CTION '. BY � THERS : j DOWNSTREAM EX. MH 4 ,-1- / ..,.....,._�, ; 51' L-,-_EX. �TE v� V 2 A 29 U 4y05 l ASP T UTILITY CROSSING l ' ' I FEN 3/ I I / ' I ) I _./ I I I I ) I I I I I I ( I I I I I I I / / r I I I I \ / \ _, / ---- ___, 0 0 + s;j-- / / I / ) / / ) I I I I / Ellerma/ Tim / 42-15-03-200-006 000-023 I 1492 E ELKHORN �D o r o I + LO I I I \ I I I I !� • f l I r ISNOSRT-A2L6LSAE R8 "Vx I6C" EWLYAET EARNADL6A" TP V1 C , % EMDI NG. ES LOOFPEEAWS EI TMHECNLTE. A N O U T T O \ 0 -=.woro +c.o IGNRSATVAILTLY8S" EPWV CE ,RS D R - 2 6 MP LAAI NC EBMY EONPTE N C U T I I �"""'f-1---F=f INSTALL A SILT FENCE � /o" cMP. N 12 34710.0332 E: 28 30473.8009 N: 1234570.7638 N: 12 E: 2829946 7249 34565.8631 E: 2829927. 3324 ' EXIStNG 12° WATER/ MAIN •--• • • •- 15' FO FO--FO�FO� � _I_ _..___ mn "-. ewr---mn: \ mn= MH 22 STA. 0+75 -STA. 0+95 FULL DEPTH SGURRAFNAUCLEA RR EB PALCAKCFEI LML EANNTD B I T U M I N O U S 1 E 1 6 5E" LMKiHl lOARNNDRRDE. SMUARI NF ACCREO S S I N G W I T H 5#/SYD. HMA SURFACE (10' WIDTH) N: 1234535.4316 E: 2829929 3 570 \ \ 1 I N: 1234520.1851 E: 28299 32.9640 \ '---- I \ \ \ \ \ "' "' \ \ T ,;w--�---=~= -�;,Y"" - I E KHORNRD--EDGEOF PAVEMENT ( / •-• X. CPE 2� GAS MAIN ; 7-f 0 '.,_ UTILNI:T1Y2CROSSING 34673.2790 E: 2830488.0580 , '""" 7' """ "" LINE "C""--'-'-r..__..,,.____,,,_____,,.,._.__ ,i�,..,,'° ~===== ' '/W ' _ 7_ _, - �- , �--"" rn ''l><c= 17' mn ( �� -=-- - -m:.,,---..,--:..r-,1--1-----w • - --!.1-.=,-- _+ ----I-- --I- I MH 23 mn= mn mn: mn i u.7 mn= - AS GAS GAS --J--- � AS --1- c;.t.,$ ______!---- (:,t.S -- °"' -- O<S -- O<S -- �-- '" -- GAS / / \_ I -- GAS � GAS - - !.lAS \..___ G,O. -- O.S -- GIIS _j____ (l,O.$ --/GAS -- ™/1---\--- 1 I I EX / CPE 6" HP. GAS MAIN INSTALL 8" PVC, SDR-26 GRAVITY SEWER \ \ \ PROPOSED PERMANENT EASEMENT STA. 1+05 - STA. 3+60 INSTALL A SILT FENCE I I I \ I I I \ \ \ \ \ \ \ \ \ \ \ \ I I \ "' \ \ \ \ " \ \ \ "' "' _.-435;------- MAIN BY OPEN CUT PLACEMENT STA. 5+60 -STA. 6+70 MH 24 [i] 42-15-02-200-002.000-023 McCORMICK, CHARLES R \ INSTAll A SilT FENCE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ "' ____ _...., \ \ \ \ _\�\ _ _ \ "- LINE C -0+10 to 8+50 I DR O IM W · N 42 S 7 T . REAM EX. MH 4: STAO+OO 00 LINE C 50 DEPTH: 15.8' +--t---,-<INV IN: 418.26 8" PVC FROM MH 22 455 450 445 440 r'l (1) < o 435 � 0 ::, 430 425 420 415 410 00 + 0 INV OUT: 411.72 12" PVC TO EX. MH 3 N 12346 37.46. E 2829920.63 ' ' m ' UMC T O IN I N L IM I T T R U Y A M C C R VT O E O R S R T S T I I C N O A G F L S I E S A L E N D P D A V RM E A A R T I I N F IO Y T N A A I (L N T L Y P.) UJ MH 22: STA:1+09.95 LINE C R!M: 427.8 5 DEPTH: 8.5' INV IN· 419. 56 8" PVC FROM MH 23 INV OUT: 419. 36 8" PVC TO DOWNSTREAM EX. MH 4 N 12345 30.47, E 2829946.00 ' 6'-9" ' - 10'-4" 18"MIN INSTALL 218' of 8" PVC SDR � 26@ 2.2 5% SLOPE � ' POINT OF CONNECTION: STA 0+00 0 0 + INSTALL 11O' of 8" PVC SOR~26@ 1.00% SLOPE STA. 0+75 -STA. 0+95 FULL DEPTH GBIRTAUNMUINLOARUSBASCUKRFFIALCL EANRDEPLACEMENT 00 + N ,_ CONNECT NEW 8" PVC, SDR-26 GRAVITY SSEEEWESRHEMEATIN9 TFOOREXD.EDTOAIWLSNSTREAM MH 4, 00 +"' MH 23: STA:3+28.31 LINE C RIM: 4 33.90 DEPTH: 9.4' II NN VV IONU: T4 :2 44 .2647. 487" 8P"VPCVFCRTOOMMMHH2 22 4 N 1234581 96, E 2830158.21 EXISTING GRADE 00 + Station INSTALL 342' of 8" PVC SOR 26@ 1. 75% SL�PE 0 0 + en Horizontal Scale. 7 "=30' 0 0 LINED STA: 1+55 CONTINUED ON SHEET 5 - ' Kellan>s, Mary & Pi •tti "i 42-1 5-03-101-0� 000-�23 'c�ON7C2R0ITST \SIEVERS\ \ EXTENSl�N RD % \ '- "l r:t-.". ' J . I l '1' � I I 10/ ,,, . ,� • \ �' • �' GJ " · 1 1 lfAOMf -) Lt 'TE0Y N, T, OR EL IVVOI AR & i� \ ;;�5;t�����3 � \ \ " • \ NUT1IL2ITY CROSSING 34737.7625 E 28 30645 3085 GAs _ �EDGE of.PAVEMENT - <> • ·v - INSTALL AAS ASP : T / GAS -- "" - - Gs - G"5 GAS \ SILT FENCE EX. 12" WATER MAIN '--. + �GAS -- ::r ,s __ , EX. CPE 6 HP. w-w UTILITY CROSSING __,. -'Nf--FO � --- N 12 34734.2085 E 28 30626.4056 N: 12 34664.5426 BEGIN 1.5" MILL AND RESURFACE E: 28 30517.3915 S. SEIVERS EXT RD. • '\. GAS MAIN r= ..,, •1---ro ---1..< INSTALL A f SILT FENCE ro- " ---- ----- I MH 25: STA:7+12.18 LINE C CONTRACTOR TO FIELD VERIFY ALL RIM 4 39 39 DEPTH 7 9' ------- j SCALE: 1" = 30' 0 15 30 0 Zr -I - -zCZ m mo 0 (/) 0 ;;;! z .. (/) (!) I + m o, m o -I ___, UTILITY CROSSINGS AND MAINTAIN j;;;;;:=:=j�==::t===� INV IN: 431.68 8" PVC FROM MH 26 t-t-- -+-- -+ - -+ MINIMUM VERTICAL SEPARATION (TYP.) INV OUT 4 31.48 8" PVC TO MH 24 N 12 34701 52, E 2830481.56 MRIHM244: STA:6+70.21 LINE C 39 87 DEPTH: 9.2' INV IN 4 30.85 8" PVC FROM MH 25 INV OUT: 4 30.65 8" PVC TO MH 23 N 12 34660.64, E 2830490.93 INSTALL 42' of 8" PVC SDR-26@ 1 50% SLOPE 18'"MIN 24"MIN. 0, u 18"MIN • @ 2 OO"A SLOPE INSTALL 140' of 8" PVC SDR-26 • o STA. 6+85 -STA. 7+05 FULL DEPTH GBIRTAUNMUINLOAURSBASCUKRFFIALCLEANRDEPLACEMENT l--t---+----+-+ 00 + <D 00 + r-- 00 + (() 0 + 460 455 450 445 440 435 430 425 420 415 410 0 II ' c� 0 ll) > 0 ll) u w 1/) 0 u • REVISIONS BID SET C 2025 Midwe.-;c�m Engineer.,. Inc. 802 West Broa,dwJy S1rttt P.O. Box 295 Loogoolt.>c. Indiana 47553 DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 4 4 Of 14 I Fllf NUMBER �S)JI I Do Not Use Plan Previews for Take Off
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