Midwestern Engineers, Inc. Plan Preview

! !:I :, � I: : = < � :l! � � ,..,, �� Q 0 w . 0 " 0 " 0 J 0 " ", r' 0 �' r J 0 , o < o � o . o .� - . :; 9 N ro 0� �o �N ;;;� .� 2w �� -� 2" "' ·O Nu rz �-I QD � < a;.> ;_r-J 5£: 0 • <" \ ' 1 LDT 2 \ 25756�SQFT \ O � 0.59 ACF\ _ ES I � � \ ' \ \ ' ' \ \ I \ \ \ � � \ \ ' 0 \ \ ' \ \ \ ' I \,.<& \ \ ', I ' " r----- \ \ ', � --- -- ', ', \ q --- - --ti----- - I PROPOSED IN-LINE 1 \\ \ , STRUCTURE_(185) \ l � RY DETENTION BASINI \ \ \ \ 12"END SECTION \, _ \ I ,;;JL 0 u \ II STA:0+86, 2.0R 557 \" ·� \ INV OUT:554.00 SW 1 , , 556 01 I I I _( 0 sss ' INSTALL 2 cv o�I\ 6- 1'! \ � , ', ', IREVETMENT RIPRAf:, \ 1' '- 3 5• 0,1 2 .. Rcp 0/ \ / ,. yS> ,,,1, , \, \ N '- @0 SO'!; I I I STRUCTURE-(184) , ,1, � 'o >iAlv" \, \' '"'�" ST \ M l 2 , 1(; ) , ,------,, c-'- / ➔,-- 12" END SECTION· ,1--'1': 1\ � 1 ,:. : ,�) � ).. .,,,,,,....�-+--_;•,,- -' -=------......,.,,..,.,-..,.,------- / / / 'Q - STA.0+69, 12.2R s�':/ � � \ L+UU -.._ 1 555 1 I I I ,. INV IN:553 8�N-=- --- � � ', Is s ,I"-. . _ ' 3 8· ' / / I I Jv- 6" PL TILE - 1,- , \ '- -.._ Of 1 2" RCPI I j \·v _.,-:..---t--.1'----- sss ......_, 8 TM20( 1 ) \ I 1 1 1 \' ·) ELEV 552.38 / , 555 'Y @os,% J\ I \ , / '7>< \ 557 , <.0 _ r-'===='nie�SrCrv'Cnr====• /. 1/ _,, l 'NSTALL 1 CY OF , I ...... � CONTRACTOR TO COORDINATE WITH \ " DEVELOPER AND ADJOINING PROPERTY' REVETMENT RIPRAP STRUCTURE -(177) 1, OWNER ON DISCHARGE AND IF THEY \_ CONTECH MULTIPLE l_; , 57 " ·- 56 56 .. "'\ INLET END SECTION WANT IT CONNECTED TO THE EXISTING STA:2+03, 1.0L DRAINAGE TILE \ INV IN:554.31 E I \ I \ I � \ I � \ I \ \ \ � \ I ________ J LOT1 25701 09 SQFT 0.59 ACRES I I I I I I ' I '\ � ( I I 1+00 ---- -------- -- �-- -- -- - - - STRUCTURE -(184) STRUCTURE-(185) 12"END SECTION 12" END SECTION STA:0+69, 12.2R INV IN 553.83 NE ' STA:0+86, 2.0R INV OUT:554.00 SW ' I I I - Q_ t. w ::, Q_ - "' " f-- w (fl Si] STRUCTURE -(177) CONTECH MULTIPLE INLET END SECTION STA:2+03, 18.5L �� '!!- l? ' - �� t � � " .-- '\ \ I I I I 12'- - .-- 12' I I I � "' I (!' I \ I STRUCTURE·(186) 8'' END SECTION STA:2'1-47, 0.0 INV OUT:554.54 E STRUCTURE -(176) CONTECH MULTIPLE INLET END SECTION STA:1+96, 18.5R INV OUT 554.50 W I w � � CITT I I w I m � I � � I I \ \ \ \ I I LOT15 24494.10 SQ FT 0.56ACRES INSTALL 2 CY OF IREVETMENT RIPRAP STRUCTURE -(186) 8" END SECTION STA:2+47, 0.0 INV OUT:554 54 E STRUCTURE -(187) , 8" END SECTION STA:2+69, 0.0 INV IN 554.64 W 1 INSTALL 1 CY OF I !REVETMENT RIPRAPI w ::, Q_ 558 '- STRUCTURE -(187) 8"END SECTION STA2+69, 0.0 INV IN 554.64 W + 557 ,., 556 • 556 '"- I I I I I I I \ \ \ \ 20' SETBACK I P U E (TYP ) n PROPOSED IN-LINE DRY DETENTION BASIN STRUCTURE -(188) --- ---+- ' 8" END SECTION STA:4+08, 0.0 INV OUT 555.36 E ' 559 . 555 ,_ " ' • 1 - 555 \ '- � 20' SETBACK I P.U.E.(TYP.) \ ) I I I I I Ditch 1 0 II INSTALL 1 CY OFc · I REVETMENT RIPRAPI \ I \ I \ I \ l\ STRUCTURE-(188) 8" END SECTION STA:4+08, 0.0 INV OUT:555.36 E INV IN:554 31 l �' ' , sl! - ' � 55 20' of12"HOPE ·- 55 PIPE@0.85% STM 10(0) ,. 54 ' - 54 0 ,.__ 0 <D <D 0 n n .,. + <D "' "' "' "' "' "' "' "' "' "' "' 0+00 1+00 2+00 1 38' of12"RCP 22' of8" HOPE ' 1@0.50% PIPE@0.47% STM 20(1) STM 30(0) ,STM 21(1) n 0 OC) CX) + "' "' "' "' 3+00 .,. 0 .n "" • "' "' "' "'"' 4+00 I I I I I I I I I , I I I , \ \ ' \ \ \ \ \ \ \ \ STRUCTURE-(189) ,. 8" END SECTION STA:4+36, 0.0 INV IN 555 45 W \ \ \ \ \ \ \ 1--- ' ...=ilNSTALL 1 CY OF I I ! REVETMENT RIPRAPI 28' of8"HOPE \ l. PIPE@0.34% \\ STM 40(0) \ ' STRUCTURE-(189) 8"END SECTION STA:4+36, 0.0 INV IN·555.45 W 28' of8"HOPE PIPE@0.34% STM 40(0) \ -.._ .... -.._ -.._ -.._ .... ' LOT1� 24494.10 SQ'fT 0.56 ACRES"-.._ '"' ', -.._ ' ' ' \ 20 '- 10 0 . 20 rPROPOSED IN-LINE I I 'DRY DETENTION BASINI ' ' '\ <&o \ \ I I ' I I \ \ I + U) I LOT 17 560 560 558 557 556 .ill. 558 '5591 � . n, \ \ ' INSTALL 2 CY OF REVETMENT RIPRAP . ' 0 0 - - l' Ji \ ' II STRUCTURE (175) L/ I , 12"END SECTION n'_, '.I/' STA:6+04, 0.0 I / '- "- INV IN:558.81 E I/ ,, 36' of12"RCP @0.50%1-- STM 50(1) I I' V 1- w w -.._ 0:: {i z 0 0:: >­ Ill 2 � 956 97 SQ FT 1 0.55ACRES I I I 1+00 NOTE: CONTRACTOR SHALL USE EARTHWORK GENERATED WITH ROAD, UTLITY, AND DRAINAGE WORK TO GET LOTS PAD READY WHERE AVAILABLE. CONTRACTOR SHALL COORDINATE STRUCTURE -(175) 12" END SECTION STA:1+90, 18.2L ' INV IN 558.81 E ' ,,, �, ., .. - ' - 70 65 60 36' of12"RCP I- 0n CX) 0 "1 <D "' '"' 5+00 �� CX) � CX) <D "' "' "' 6+00 HOR!Z. SCALE:1"=20' VERT. SCALE:1"=10' -5 @0.50% 55 STM 50(1) � 50 45 40 n 0 � <D "' 6+30 DITCH 1 • u t:: - (/) I- z w 0:: 2 WW i:ll z I- > o�� i:ll (/) w 0.. t""' > I- 2 0 (/) - 0 <( 2 0 " z msw " :) . I- 0 (/) w (/) z > (.9 >- wQ >- I- <( (/) �o f-- 0:: z 0:: z::, :) <( w " ,...l 0 0 0:: I- () (_) 0 <( µ.. z >-2$ f-- 0 " 0:: 0:: 0 :e I- 0 z >, z I-<( :) (/) 0 o- 6 t""' (_) <( f-,< 0 I- u 0:: [cl -' -' 0 (_) REVISIONS BID SET C 2024 Midwes!em Engineers. Inc. 802 We�l Broa<lw�y Stn:cl P.O. Box 295 L{){)gOOlM_ lndiruJJ 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKiBDH Q.C. CHECK RAB PROJECT NUMBER 2022038-04 1 2 12 OF 48 I FILE NUMBER I 43916 Do Not Use Plan Previews for Take Off