Midwestern Engineers, Inc. Plan Preview

� T/W A LL ELEV. 429.33' .., T/EX. CO N C. I • ELEV. 427.83' E X I ST ING C L EANOUT TO B E A B A NDONED r @-0 I CUT, C A P AND BLOCK E X I STI NG 6" D RAIN LI NE I L L -/__:- - 1" W A TE R NE W P OLYM E R FE E D BU IL D I N G 7 I INSTALL N E W CLEANOUT, S EE DET A IL, TH I S SHEET 2 8 02 ., SECTION C SC A L E : 3/16" � 1'-0" DUMPSTER RE MOV E E XIST IN G CONC. SKIDS A S N E E DED TO I N ST A LL N EW CO N C SLAB, FOOT ING & P I PIN G I N ST A LL N EW 6" T PO URE D CONC. SLAB 4 8.02 C.0.7======== - ======== r ==== EX. 6" P V � RAIN LIN E ==== r ======= ..It _ ======== r ===== _== 11 11 11 , , 11 11 11 1 1 � 4 11 II II I I ,,so2 ., II 11 11 11 , 11 11 I I II I I I I I I I I I I - T E X. CONC. SLAB ELEV. 429.31' 6" P VC D RAIN ELEV. 424.1O' r4 S LU D GE L O A DI N G I\ \ T A TION L IN E$ (FY) (1 I I I I " V)I 0CL "' :,I C. => . CL I ci c5 d ill tn I -�I XO' I w f-- 1 I I \ I �---------,,--------- --------- ,1 ------ , �, \ I ----�, - T - / - SLA - B ----- ,- , I I ,.. I I i -------- ■ -+-------- -+, I I ,-' 1 I ---+-- T - / - SL A - B - -, <- ; (,?� I i i f<IJ_(it =-"\=� ' ' • .. • ' . ' ' ... .. .. ' . ' .. .. . . . . ... .. • ' ' . . . • ... ' ' • . . . . . . . . .. . • ' ' . • . . . '• ,. ... .· .. • . . 1 I 11 11 11 ' ' I I I l: I .. . . •. ' . . • . . . , • ' . . ' .. . , . . •• . • • . . .. . . . . .. . ', . ' . • . . . . . . .. . . ., . ., 11 1 1 11 11 ' ' 11 11 11 IIII 11 II II I I 11 I I I I I I I I I I I I I I I I :1 I . . . • ·. .; ·. ' . , .· .. .. "' I I • . .. .. . �-+- - + ., EL. 429.19' E L. 429.19' ."CY I I f- - ----,-;;;(ili�"- ) _____, II I I i'i w II II O CD II w I I • I f-- o II "' f--� w 11 11 II .=:s,o o,::11 � 11 11 � 0 11 11 11 °w II D U M P STER DUM P ST ER ':o tJ I I j II I I x t,i I I I I w e! II CO N C. SU P PORT PIE R � (SEE DET A IL, SHT. 8.04) i 11 A uj 11 II .,�.,_ I I II e e--5" P I PE BOLLA R DS SLOP E :::'/ I I II "fiRjf II I II II II II 11 II I I I I 11 1 .... �, 3 \ . ... 8 02 I "' II I I I I I I II I I II II II � 2 I I I II I I II II II II ' ' I I / T/CONC. C UR B , II E L. 428.50' T/SLAB l====l=l===;i:=:JI I ....!.EL._12-7._ 83':__ .-. .... "' > "'· - . " "', .' · "' · - "'· '. - � .: r , ,- , c-, .,;�'-.',�-, -� . . _ ,-.-..-_____ � '- 8 02 , I 11,. T/SLAB tL 427.83' * I I II ,. ' ' I I 11 I I I I • 11 • 40'-8" (F.V.) • I I l l •• ' □ . I l l • ; 11 . ' , EX. 6" P VC P ERF.-+--+-I I • • II • D R AI N P I P E TO I I ----- "' 0 N II II II II II II IN ST AL L N E W Y AR D HYD RA NT / N E W CONC. W A LK. SEE S I TE PLANS FOR LOCATIO N � IN STALL N EW 2" W A TER LINE B E D No. 4 B E D N o. 3 ' : B E D N o. 2 • ' R EMAIN I N SE R V I C E BED No 1 ,. I I .. . - . . ' . ··• . .. . . . . . ' • , ' • • . • : .. . . .. C.O. ' ' II • • , I . . • .. • . II ,. I ,] • I I II • . -1-------JNSTALL NEW I I . , I I I I I I I I I I I I I , . ' ' , • II • IN ST A LL NE W CLEA N O U T, .___, I I • CONC. WALK II . •. .. • , • II . • S EE DET A IL 1 TH I S SH E ET f'---..__ 1 1 • • • . . 11 • r Ii 1 11 I .' ' .. . ' ' ' , ■ 1---�-- I NST A LL NE W 1" WAT E R L I N E 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 I I I J . . . . . . ., •' . . . ·' . ' ' ' .. .. . •. ' . '. . . • ... .. ' • ' -. • .. . · . • .. • ' .· • .. ,· : •. , ' . . ,. ' . .. .. ' ' .. ; \ .. • . . I I I 11 11 11 11 11 11 11 11 11 11 I I 11 II 11 II I I 11 ·' . . . . ' , ' ' ' , . • .. .. . . . . •• • ' • E�. 6" PVC P E R F. -1 I • ! �----'---'---===-'---'-+--'------1+--H II • •• D RAI N PI P E TO II : • I 1 -------- --� - - - 7 II ' • RE M A I N I N SE R VICE II � z I I "' I I 1 • • II � _1 ci4'. II • • I •' "'. :, l I I -------r N E W POLYM ER FE E D B U ILD I N G : • '· I . • i' .-w I \ I I I T/SLAB E LEV. 428.50' • • . . I l � =� > - I ...,....,...,..,.f' ' · ;. . I .J ._.j.-----, S E E SH E ET 8.03 FOR • ' ' . . ' . . .. • . . • . •. I I . • - !::i 2 I ,'"• -;e,s:, - -i I I A DD I T I ON A L I NFO R M A T I O N • I I I "I, "le--, I • ,,: II • : : • • I I I IX I ! : : • • II ' I ll.1lf--' I - II , : I N ST A LL 4" P LU G VALVE "- : I LJ : II • , ( N ORM A LLY OP EN ) >.. I I I ,,: Q 1"' II 1- .. =:�· -=; � • - � ' , FO R CE M AI N TO E X. 6" 0.1. FO R CE II lli\a asaaasaa aai"�aaaaiaaaaa!aaa!f.,a� 1 - M A IN S L UD GE FEED L IN E w/6"x6"x4" - v I " I , , ,--+- , II � v 1 ,.(. , J--- - PO IN T OF CO NN ECT I O N . TIE N EW 4" 0.1. II / WY E , 4" 45' B EN D AN D I NSTALL N E W • • IN ST A LL 4" PLUG V A LV E / I I II 4" PLU G V A LVE (NO R M A LLY OP EN ) AN D •. • ( N O R M A L L Y C L OS E D) L-------- - - - r- - - - _J +- - � II 6" PLU G V AL V E ( N O R M A LLY CLOSED) .. ' . :: ·,_: �z •• ft 1· . • : :: II . �0" • 18'-o". 11 ) .. . '• • I I .' :ai-"j : II .. ,·· II "' .- tJ I II •• ,,, - II . •• . I I ... • . . . . . • Z3:0::::: • II .. -wo l • II •• II II zc. II •• .' II •, . . . ; • II j I I ' II . . . :. . , . SL U DGE FEED L IN E w/6"x6"x4" WYE AN D TO BE I II . I I 6" CH E M I C A L F E ED BYP A SS LINE P O IN T OF CO NN ECT I O N . TIE NE W 4" 0.1. \ l EXIST I NG . I II FORC E M AIN TO E x. s" 0.1. FO R CE M A IN 1 1 1 CLEANOUT 11 " I 1� E x. s" FO R CE M A I N TO BE NEW 4" 45' B EN D AN D N EW 4" PLU G VALVE A B AN D� N � . □. II ' , . i I . ' • . J 1. •. I i i � • .I r 1 1 • 11 I I I I I I i II i>-- 6" PL UG V A LVE � i>-- 6" PL UG V AL V E ;;i .�· 6" P LUG V A LV E 111,) TO BED N o. 1 � / IN ST A LL N EW J.L � / I N ST A LL N EW .LI, \ I! / IN ST A LL N EW :le: / C A P EX F I LL L I NE I I I I •� • � - E X 5" DI '"'- IN EX L I NE � .u co ?�------- � ------��----- S � U � GE _: rn _i: 1 � E ____Jb='� ( � � N �Rf;� L �� L □ -5��-- _. ft__ �--� • N PLAN VIEW �� P B�3 :� LL / INE � , F ' •, C ' ""-co SC A LE: 3/16" - 1'-0" ...,8.03 ., ' -.. s 02 ., "" "" R EMOV A BLE C A P 6"T POU R ED CO N C. SUPPORT R I NG E X. 6" PVC P ER F. � DR A I N P I P E TO BE A B A NDO N ED - -- \ RE MOV A BL E P L U G I NSTALL NEW CONC. CURB FOR DUMPSTE R STOP � T/ NE W CURB E LEV. 428.50' � T/ E X. CO N C. E LEV. 427.83' B A CKF I LL VO I D W I TH S A ND T NE W CURB ELEV. 428.50' � T/EX. CONC. E L EV. 427.83' 4" 0.1. F/M .., I N V. 424.00' ( ) / 6" T POUR E D CO N C. w/W.W. R . OV ER M I N. COMPACT E D BAS E SLAB 6" EX I ST ING CO N C. SK I DS TO BE RE MOVED A S N E E DED TO I N ST A LL NE W SLAB, FOOTER & PIP I N G 8"x MI N . 36" TUR NE D DOW N FTR. w/ No. 5 B AR S @ 12" o.c.e.w. 1 E X. 6" P VC P ER F. D RA IN P I PE TO R EM AIN IN S E RVICE CLEANOUT DETAIL ro • "' I/ "' " 3 ( 4 SC A LE, 3/4" � 1 '-0" 8" h 6" T POU RE D CONC . SLAB w/W.W. R . OV ER MIN. 6" COMPACT E D B A S E ' • I SECTION SC ALE , 3/4" � SLOP E TO DR AI N 1'-0" 8" INSTALL N E W CO N C. CU R B FO R DUMPST ER STOP SECTION SC ALE : 3/4" � 1'-0" • • • ., ' 0 I "' E X I STIN G CO N C. SK I DS TO BE RE MOVED A S NEED E D TO INSTALL NE W SLAB, FOOT ER & PIPI NG 8'\ M IN . 42" TU RN ED DOW N FTR. w/ No. 5 B AR S @ 12" o.c.e.w. E X. 6" PVC P ER F. D R A IN PIP E 6" T POUR E D CO N C. SLAB w/W W. R . OVE R M I N. 6" COMPACT E D BASE EX I STI NG CONC. SK I DS TO BE REMOVED A S NEEDED TO INSTALL NE W SLAB, FOOTER & PIPIN G 8"x M IN . 42" TU RN ED DOW N FT R . w/ N o. 5 B A RS @ 12" o.c.e.w. NEW 4" FO R C E MAIN TH I CK EN SLAB TO 8" A T FOOT ER LOC A T I ON, TYP I CA L EA EN D T E X. CONC. SLAB E LEV. 429.31' T N EW SLAB E LEV. 429 19' I----- EXISTIN G CONC R ET E W A L L TO RE M AI N IN PLACE SECTION SCAL E , 3/4" - 1'-0" EX. 6" PVC PE RF. D RA I N PIPE NEW CONTAINER BAG SLUDGE DEWATERING SYSTEM AND POLYMER FEED BUILDING I REVISIONS 09-20-23 @ 2021 � � -;J-; � .g ; , � "� :f: � " ,, , E l'·li,hw,lcrn Engin��n,. lne. 802 \Vc,l Brc)ariway Sm,,·1 P.O. Box 295 Loo�wl�..:. lndi:,na 47553 DATE FEB. 2021 DESIGN C.W.R. DRAWN M.M.C. a.c. CHECK R.D.W PROJECT NUMBER 2015078-01 8.02 88 OF 11 4 Fll£ NUMBER 41984 I Do Not Use Plan Previews for Take Off