Midwestern Engineers, Inc. Plan Preview

0 < z 0 z 0 � 0 J 0 0 " o, �, c J 0 u, " c w C 7. 0 � I , o <-"T , 00 0 � " -'3 Q ---- :=.;. " <11 .� NOO .. ---- og :: � �� .:; �§ .. 2w = • �� < 20: - Q !al •• :[ i,8 z< oo, £ □Y c.; N 0 .. 5-.S , . <o 0 0 + 0 0 0 0 0 I TAPER NEW ROAD 1 TO EX. ROADI IREMOVE EX. STONEf- . I I f / / I I I I I I I I I I I I� I I I I I I I I I I I 0 0 + ..-- ITT ITT ITT I � / :, ;--- t--�--\- �/ STRUCTURE· (177) I §I CONTECH MULTIPLE 1 @J ,L \i;, INLET ENO SECTION i\ f l / ....____ � -\- ' - - - -@]ffi- -------- -j STA2+03, 18.5L ,/ 557 INV IN:554.31 E j I _/ \ 556 / ' 't 555 I \ I - ,_ \ 555 / ' 556 • / ' ITT ITT ITT IN-LINE DRY DET'6NTION BASINI INSTALL 2 CY OF I/ REVETMENT RIPRAPI .\ /' 556 LOT2 ,,,, 25756.62SQFT,, 0.59ACRES 0 0 + C') - 557 / I - �' ' ' I I I \ \ \ STA 0+28.38 Begin Construction PR-A N:1251864 44 E 2998536.67 \ \ \ \ \ \ \ \ \ 1l, ' - - 556 • - - -, 7 '\' 558 STRUCTURE -(176)[)( / REVETMENT RIPRAP / L CONTECH MUL TIPLE / � STRUCTURE -(186) .4 --:_-=..- ___ ___ ___ __ _,INLET END SE CTION / / "--12"END SECTION �- ,,- - - [, STA:1+96, 18.SR ,, ,__ / ..--STA:2+47, 0.0 >-- � .,,.- - - - - - - - - INV OUT:55 4.50 W I / I/ r-a;:: ..._ INV OUT:554.54 E - - - - \ , , V WlB ' r-- r---. STRUCTURE·(187) - 22 of 8 H DPE , v r---._ 12" END SECTION / _.,,.--;- ---.. \ PIPE@0.47%...../ vv / ' \ / '- STM 3o(0) , STA2+69, 0.0 I / / / 7 \ \ \ \ \ 1 '-.. / '- f; / / -r--..._ INV IN:554.64 W \ '- I INSTALL 1 CY OF / IN-LINE DRY DETENTION BASINI 1 LOT16 REVETMENT RIPRAP ii ti '· � � - LOT15 \ 24158 31SQFT t.. ®,,- I � 24494.10SQFT / ,,, / ✓ --- ✓ 1 / \ 58 � 57 '" u . .. w 57 '' '( L > I ;� 56 56 55 "' 55 .. �--- - 54 - "" 54 0+00 I PVI STA: 0+40.00 PVI ELEV: 557.61 " "" ., ' - - 7 -- \ ' ' \ Iul- o � ' L ' w > \ 0.55 ACRES j � 1 !' � � /: + � � 0.56ACRES /_,,,er" \ / / � II l � 0 �"' :: / / / / u "' "' :::.c::: __.,. ' ,,. ca t'. "' 1; � -- -- - \ .,,.,,,.,.,, /� :g �, ti:i -- --- -- .._ _____ ___,,.,,,,, / 0 (/) ,,,.,.✓ " / N O / ,. < 'V / I v' PVI STA 2+14 69 PVI ELEV 556.63 ' - " •e r Vi• 0 � - ' . cc u� OCl .., N <O ,n r-- ,0 ,0 ,n 1+00 ., o "' . OCl r-- . ,n <O ,n ,0 ,0 2+00 ,~ · " " , .. ,, / PR-A EXG <O st "' r--,n ,0 ,0 3+00 / I I / - a: /: t.. w w ::, ::, a: "' "' u u / <( / <( "' / "' c-/ f- .w w / "' "' / b b / N N / L l I .. / / / I ' {/5 ;,· / / / / 0 0 + "'" LOT3 25838.76SQFT 0.59ACRES 20' SETBACK/ P U.E. (TYP.) -- -- 558 557 - I 557 20' SETBACK/ P.U.E.(TYP.) LOT14 24494.10SQFT 0.56ACRES st 0 0 o; o; ,n ,n ,0 ,n 4+00 7 - + ' , � J INi I 0 0 + LO I L 20 10 0 LOT4 25990 09SQFT 0.60 ACRES 558 / I - .,,..,.,,,,,. I LOT13 200662.31 SQ FT 4.61 ACRES 20 I \ \ \l \ C C NOTE· CONTRACTOR SHALL USE EARTHWORKGENERATED WITH ROAD, UTLITY AND DRAINAGE WORK TO GET LOTS PAD READY WHERE AVAILABLE. CONTRACTOR SHALL COORDINATE, PVI STA: 5+00.00 PVI ELEV: 560 33 K 43 24 - ®ii,�. N ,n 0 o; • ,n 0 ,n <O ,0 5+00 - - ,c + "" -" ' HORIZ. SCALE.1 -20 VERT. SCALE:1"=10' ' o; ,n ,n '80 - 75 - 70 65 - 60 55 ,- 50 ,- 45 40 - N n o; ,n ,n 6+00 LINE PR-A I if) z w 0:: 2 WW z f- > o�� CJ) w n. >�20 <( 2 en s w :::J - f- if) w CJ)> (.') >- f- <( CJ) 0:: z 0:: :::J <( w 0 0:: f- O O <( >- 2 s 0:: 0:: 0 f- 0 z z f- <( :::J if) - 0 _ z 00 0 <( 00 0:: w -' -'0 REVISIONS i -; - u w ·a 0 -5 r; <:) �� "' co � J � � rs 0 0 0 wQ �o � ,-1 � 0 :>,.. rs '""' u z <( z - /: z ::, 0 u z i= <( :e BID SET C 202-t Midwes1m1 Engin�><:rs, Inc 802 Wc.1l Broadway StreN P.O. !lox 2�.'i Loogootee, lndian11 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKLBDH Q.C. CHECK RAB PROJECT NUMBER 2022038-04 4 4 OF 48 FllE NUMBER 43924 I Do Not Use Plan Previews for Take Off