Midwestern Engineers, Inc. Plan Preview

Q Q z M Q z 0 Q :;, ,_, 8, 0 0 5 z � o " !� ,o MQ :: g Q ._,_ •· NW Q ui OM NO -N ._,_ ITTN - i';o i "'i " fi: 8� � 1.j - " < � 2a a� - Q NU "z X ts �I 2� o9 <-N 0 '' == o ro �a \ \ ' \ LOT'�5 25994.39 Sq FT 0.60ACRES- - - -- -,,,- , ,,- :> :> f- 551 - \ ,,,-- \ 552 I \ \ 553 \ \ \ \ - BY�DN S"fREEI_ _ " -- " - " �- LINE PR--B---- 554 -- 553 - ._,_ - - ._,_ 553 , - 554 - - " - 555 -- - - 7 - 20' SETBACK/P U E. (TYP.) -- " - '- - - '- - '- - ' - --- - LOT 30 0.60ACRES - - 56 - 56 55 " 55 - 54 54 - 53 - "' • N n "' m "' "'"' - 11+00 - - -- - - <- - 556 - \ - --- - !@ 0 . - .,... ,,, 0 "' r-- N "' "' "'"' "' 12+00 ' I I PR-B \ l I ' I \ / I I )\ I I I I y I \ \ ITT I I \ I // /0 \ \ \ \ I \ \( \ 0 \ + !/ I I I \ I /( I \ ro ITT \ I \ \ \ I \ I /i \ \ ;j\ 't'. ITT I I \ \ -----\ 0 " , 20 \ \ \ \ \ \ I / \ \ \ \ I J /f/ I I \ I I \ ' ' ' \ I \ I NOTE CONTRACTOR SHALL USE EARTHWORK GENERATED WITH ROAD, UTLITY, AND DRAINAGE WORK TO GET LOTS PAD READY WHERE AVAILABLE. CONTRACTOR SHALL COORDINATE. " N - N 65 �+ �� - - - 60 0 - 55 50 45 40 35 - st st n N "' n "' "' "' "' "' 13+00 13+50 LINE PR-B / ��--- / / - � / LOT 10 ,,, ,, , 6448.69, ,,SQ"FT 0!31-ACRES I I ' f' ' ' � " / / I I I I I \ \ \ I \ \ \ \ \ \ \ \ I \ ' ' ' ' ' ', LOT 23 27807.17 SQ 0.64ACRES C) C) -,. C) " - I ' 0 � 55 ' 55 54 - 54 - 53 - 53 0 0 .o "' n "' o+oo I I I I I I I I L I I I ', I I I I I I I STRUCTURE· (180) 12" END SECTION STA:0+58, 0.0 ' INV OUT 545 36 N I I I I / I / / / I / / I f I I I LOT9 27466.84 SQ FT 0.63 ACBES- - - - - \ / / ( I I 547 ✓ � / I I 548 / 550 STRUCTURE· (180) 12" END SECTION STA:0+58, 0 0 INV OUT 545 36 N 540 I I I I 1- - - • , ---* I I ' ' • \ ;.,_, ,-,l;;:; N 'c ST "' A " L' L ' 1' C -' Y 0 0S;; F eiJ,,f P�OPOpED We REVETMENT RIPRAP DE7iENTl l:>t-J BASI 121,475 S.�. T-0.B. = 550'Q ,/ E o',= 549.0 N.P. =- 545.0 \ I \ \ \ \ \ ro o :;; J, 550 550 /\ I I / / / '' ' I I LOT 24 344 2 1.98 SQ FT 0.(9ACRES I I \ 0 0 + / / / / / / / I I I Pond Outfall ' " ' STRUCTURE· (181) 12" END SECTION STA:1+02, 0.0 / ._,_ , INV IN:544.21 S I I I I I I I I � , I INSTALL 1 CY OF REVETMENT RIPRAP , INSTALL 1 CY OF / CLASS 1 RIPRAP N r-- st st "' st "' st "' 1+00 I ti lLJ �I I I ;/ ---11 / / / / �r,.<o ,,. / I I / ND OUTF L 43' of 12" HOPE \ PIPE@ 2.64% STM 140 (1) ._,_ - ._,_ 0 0 � � � ' ' ._,_ . -54 I I / ' I I I I I I I I I I I I I 20 ; 10 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 I / I I / ( \ \ / I I / r STRUCTURE· (181) 12" END SECTION STA:1+02, 0 0 INV IN 544.21 S INSTALL 1 CY OF CLASS 1 RIPRAP ,,,<J> ( \ \ / ._,_ 'I- .,- ' ,, \ \ \ \ \ \ \ I I I I I I I I I I I I o I I I I I -- 549- --- \ \ I /I I / __, I / a. // ;1 I "' / g I I u, 9 +, J I I I I f I I I I I I I I I I I I I \ I f / r I I I I I I I I I CX) I o' +' " " \ \ I \ I I I I I I I I I I I I I I I I I 55 50 45 40 35 30 2+00 \ \ \ I I -, I cl I ro w I I I I I I I I I I I I I I I HORIZ. SCALE 1 "=20' VERT. SCALE 1"=10' POND OUTFALL • - (f) f- w 0:: 2 WW i:.ll z f- > o�� i:.ll (f) WCL > to 2 0 0 <( 2 0 " z cos w ,,; ::J - f- CJ (f) w Cl) z >CJ>- wQ r:: f- <( Cl) �o z 0:: z 0:: ::J <( w �...:i 0 0 0:: f- u U O <( � z >- 2 s f- 0 " 0:: 0:: 0 "' f- 0 z >-, z f- <( ::J Cl) - t"" 0 . z 00 .... u <( u 0 f- 0:: &l 0 REVISIONS BID SET 0 2024 Midw�$tcm Engineers. Inc. 802 West Brnadway S1rc...,1 P.O. Box 295 Loogoulce, Indi"na 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKi'.BDH Q.C. CHECK RAB PROJECT NUMBER 2022038-04 8 8 OF 48 I FlLE NUMBER 43920 I Do Not Use Plan Previews for Take Off