Midwestern Engineers, Inc. Plan Preview

I- LL (/) m O LU � (/) Cl'.'.1-oU 0 � <( _J 'ST <O m "' 'ST 0 57 - 56 - 56 - 55 - 55 V 54 "" . OJ - UJ "' 0+00 7 I, I I I I 4+00 I I I I I \. _J ' ' ' ' ' I I I I I / ,i I I I I ' - ill- ' ' I-- fl �I Cl) ' z llJ 0 � ' 0::: _J 3+00 ',,1 ' ' ' ' - ; STRUCTURE -(204) g - 8" END SECTION 0 - 0 STA:0+26, 0.0 " N <O "' INV IN:560.02 E + "' STRUCTURE -(203) § 8" END SECTION STA:0+42, 0.0 INV OUT560 07 W ' ' • 15' of 8" HOPE PIPE@0.31% STM 60(0) r-- N UJ "' I I I I I I I "" N 0UJ "' 1+00 I I I I L \. _J ' ' ' \ I \ I '-- '-- '-- :is \ \ \ \ i \ \ - /;5 I �� STRUCTURE -(190) (/; /;:--,__, 8" END SECTION / // ✓ STA:2+62, 0.0 / L 565 - INV OUT 560.73 S /'-. / ,__ I- I _ ___ LL (/) ;;:- '\ c'w-'-ci,;,;-'- - , - l [j · -"_J " - ' - -� I --0-LU >- "' (/) d:: - t:, n U -- w b�<( - --- - � .....J<OO --..... ........_ � � ci : ,_.___ J INSTALL 1 CY OF I n.o- !Yi a:) @) r-- I / _ REVETMENT RIPRAPI (J) c.o -- :::.::: ~ w " 1--1---- I/ .. 0 Cl. I-- � 0 --" � in - (/) i------1---,, N Q_ V N '- I-- '- � v!--- ......_ . - I--- _ S _ T _ R _ U _ C _ TU _ R _ E -" - 1~ 19 _ 1 _ ) � / 8" END SECTIONt>< ;i STA:2+37, 0.0 ' - L!l INV IN:560.65 N '---..... ,, - w :::, Cl. '-- I =�==�=� ' STRUCTURE -(204) 8" END SECTION STA:0+26, 0.0 INV IN:560.02 E -- '\ I I STRUCTURE -(203) r,PROPOSED IN-LINE J 8" END SECTION 1-- - I IDRY DETENTION BASIN r STA:0+42, 0.0 -- -... - _ ........./-INV OUT:560.07 W 1- --------1-- INSTALL 1 CY OF REVETMENT RIPRAP 562 561 561 9 DITCH 2 2 L \._ 15' of 8" HOPE � PIPE@0.31% , '\- '-- '-- STM 60(0) '-- ,r- - \·'INSTALL 1 CY OF lrieveTMENT R1PRAP STRUCTURE -(191) 8" END SECTION STA:2+37, 0.0 INV IN 560.65 N 0 "" OJ en n ci UJ UJ "' "' 2+00 7 h / r ' ' STRUCTURE -(190) 8" END SECTION STA:2+62, 0.0 INV OUT560.73 S Ditch 2 25' of 8" HOPE PIPE@0.30% STM 70(0) '" OJ+ ci UJ "' UJ "' 3+00 561 561 0 ✓- / / / '20' SETBACK/P U E (TYP.) ; --- , ; 564 562 562 564 20' SETBACK/ PUE (TYP.) __, I I I I I I I / I I I I I I I ------ I --- _.. ' ' I I I I / I I I I / , / I I ; / ,., I r,PROPOSED IN-LINE I 1 IDRY DETENTION BASINI iA l I INSTALL 1 CY OF ---,-,,'REVETMENT RIPRAP I I I I I / / / / "" en . - + - UJ UJ "' "' 4+00 I q,'· I I / I I / I\ = 563 .. 562 562 563 I ,,,,- ·· / F---...__ STRUCTURE -(173) /L-,---- 12" END SECTION� ,,, - STA:3+87, 18.7L INV IN:561.47 E I I �+oo/� I I I ) --- / r � I I I I I I I J STRUCTURE -(173) 12" END SECTION STA:3+87, 18.?L INV IN:561.47 E h 36' of 12" RCP @0.50% STM 80(1) 12' 12' "' g " <O - a, :g+ '<t° II I i 20 - -- - - - - C1�TALL 11CY OF REVETMENT RIPRAPI � -, ==- I'--'-. STRUCTURE -(172) I- ', ' "'-._12" END SECTION LL (/) ,-______ _ � STA:3+88, 17 5R O W _.,.,,.. r:,, ro � INV OUT 561 65 W t (D-0 c - - 1- <') u --- 0 <O<( N 1--- - � - --- .....J co (0 -- 0")<0 / - <O �,,, ro o ,- N II • L / - - - - �S� T� A-2�.-9-0-. 0- 0-� Begin Construction PR-C N:1252116.19 E:2999356 22 NOTE CONTRACTOR SHALL USE EARTHWORK GENERATED WITH ROAD, UTLITY, AND DRAINAGE WORK TO GET LOTS PAD READY WHERE AVAILABLE. CONTRACTOR SHALL COORDINATE. 0 "' <O <O 00 - '" <O + "' STRUCTURE -(172) "' " 12" END SECTION II STA3+88, 17.5R 70 , INV OUT:561.65 W 65 � 60 ' '" - "' 0 N UJ "' UJ "' 5+00 36' of 12" RCP @0.50% STM 80(1) HORIZ. SCALE:1"=20' VERT. SCALE:1"=10' 55 -a50 45 6+00 DITCH 2 I (/) f--­ z w Cl'.'. 2 WW z f--- > oi 0 - > Cl'.'. (/) w o._ > 0 2 0 -0: 2 OJ s w ::::J - f--­ (/) w (/) > (.'.) >­ f--- <( (/) Cl'.'. z Cl'.'. ::::J <( w 0 Cl'.'. f--- 0 0 <{ >- 2 s Cl'.'. Cl'.'. 0 1- O Z z I- <{ ::::J (/) - 0 06 u <( 0 f--- 0'.'. [cl ..J ...J 0 u REVISIONS BID SET C 2024 Midwc�le- m Engincer.>. !J1C. 802 West Bro,odway Slrcci P.O. Box 295 LI)Q,goo!ee, lndi,ma 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKLBDH Q.C. CHECK RAB PROJECT NUMBER 2022D38-04 1 3 13 _OF 48 Fll.E NUMBER 43915 I Do Not Use Plan Previews for Take Off