Midwestern Engineers, Inc. Plan Preview

' ' ' ' ' ' ' ' ' ' ' NEW BLOWER EQUIPMENT F NEW 8' x 6'; CONCRETE / ·, EQUIPMENT PAD '­ ' ' ', ', \ EX. OVERFLOW \ ' ' INSTALL NEW 12" DI 90 ° BEND INV. EL. 889.0' ± ', AND VERTICAL 12" DI PIPE TO LOWER BEND ' NEW 12"EFFL. • INV. EL. 884.7 6 ' BACKWASH RETURN CONTROL VALVE ' BACKWASH 1O" RETURN FLOW METER PIPE INV. 882.7' ± ' 12"PLUG VALVE (NEW ASPHALT DR.) 0 NEW STANDARD MANHOLE No.3 T/C EL. 891.00' N: 2252395.2838 E: 507903.4094 (DOG HOUSE OPENING) N. LINE GROUT FILLED NE. 20" INV. EL. 884.14' S. 12" INV. EL. 884.67' SE 8" INV. EL. 884.91' SW 12" JNV. EL. 884.67' TOP CONCRETE BASE EL. 884.00' ' ' ' ' \ ,' ' I ' ' ' NEW 8" DI BACKWASH INFLUENT ,FORCE MAIN GRANULAR BACKFILL REO'D 'FM .-v • > . - . .. -,, ' .. , ' ' ' ' ' ' ' ' -v ,. ,, " ,,. -v • TBM #3• INV. EL. 884.00' --- "-' PLAN SHEET LEGEND: � Existing Structures or Items to be Abandoned in Place ix:::xJ Existing Pipe or Structures or !terns to be Removed · -000- - Existing Contour Elevation I 000 I - Proposed Contour Elevation @ - Existing Stone Approach 8 - Existing Stone Drive G) - Proposed Asphalt Drive 0 - Proposed Concrete Apron 0 - Min. 6"Engineer Approved TIE 1 1 ::Q E �X�:� 6± ' � \ \ O'{'�RFLOW PIPE \ EX. WAL�OVERFLOW );� ' ' ' ' 154 L.F. OF 20" DI PIPE@ 0 10% PMV Granular Base Requi red 0 - Connect to Existing Overflow Pipe INV EL. 903 50' · /' PROPOSED 12" TELESCOPING VAL1/ �-� 1905 oo· 1 I 12" PLUG \ VALVE I 905 00' I '- ' ' ' Existing 12" DJ Decant Inv. El. 884.67' ; , ; ; ; ; , , , ; , 0 - Grade And Seed Area 0- Pipe Flange Required NEW\20" DI BACKWASH RETURN SEWER , //--- NEW 6 " PVC PIPE 6"FM •== INV. EL. 884.33' • BACKWASH HOLDING STRUCTURE .0 , , ; , \ 0 - Pipe Flange Restraining Adapter G) - Existing Control Valve TANK EFFLUENT LINE / NEW 6" DI PUMP _J SUCTION LINE REFER TQ SHT. P13.01 New 6" DI SbUOGE LIN[ 'fO DRYING lllcD INi'LU!:Ni Pl�ING, Ria,, Tl'l $Hf. P;.01 NEW SLUDGE DRYING BED • • • • . > •• • -, , • • " . ·v,. • -v • • . . -v " • • -y NEW ASPHALT DRIVE • -, NEW BACKWASH HOLDING STRUCTURE - ' ' ' 0 ' c- LAB ADMIN ' ' \ ' IMPROVEMENTS PLAN SCALE: 1" 0 10' ' ; ' ; ' ; ' ; > , ; ' ; ' ; ' ; ' ; V /, , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ) ' ; ' ; V ' ,, , I � /,' �, r:;\ ;.,· '0/" ' ' ' ,� STRUCTURE DESIGNATOR KEY: ® NEW HEADWORKS STRUCTURE NEW LIFT STATION No.1 FILTERING EQUIPMENT STRUCTURE NEW SLUDGE DRYING BED No.4 EXISTING BACKWASH HOLDING STRUCTURE IMPROVEMENTS NEW SLUDGI: DEWATERING l:QU!PMENT AND CHEMICAL F"EED SYSTEM < , / ' @ - Existing Vent Post I A J P I - Abandon in Place V ;J Engineer Approved Compacted Granular Fill Required I PMV I Proposed Metering Vault � Proposed Flush Hydrant c• ® Existing Corporation Stop .fi Existing Flush Hydrant 1� ExistingWell (Approximate Location) 1J ; Existing Electric Manhole @ Existing Valve @ c5 Exi&ting Curb Stop P�TI billiting F'ipe Permanently C!Med w/ Conerete f'llug tBMY'.i • SiB" Rebar In grass Appr�x :;!!l' tJiag�nally off In• Northwest Cmner bf the E:xistinq L:ab / Admin, Building. Co.or.d: N 22!l2480.8890 o 507980 6870 EL 892.49' �-�- -·'"'1--=- =---===�"'-"'==.,_,._"==---�------ =---,,,------------------------------------------ ----------------- -· --· -- ---------- ------ -�--�-�-------,,.--------------��-�-· -- ------.!:=======::::=- ====·========·::::;:==� :ID' J, "' 910 .BACKWAStt�Q)lERROW,eao.E1iEn -,- - -- ti I - ----__-- B AC-_ K WASH RET.UB - N SEWE B l?R -OF I - LE - -==---=----- ---�---- ---_ �i_____ B_A_ C. _K_W_A_S_H_E_ F_FL_U_ .E __ N_T_M_E_T_E_R I_N_G_P_ R_O _ F_ I L_E _ _ , -�� - -�- - - - --- --- - -- ---�- - -- ------ - - ==-t . f i 1---� - - ---==-- - --------------- -- --------------=--=-------=--=------------ - -------�----------------- - :, �- - ---_-_-_ -_-_-_ -_ -_ -_-_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-_ -_ -_ -_ -�- _ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_-_-_ -_ -_-_-_-_-_-_-_-_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ - - - ...... · 9 _1_ 0 _, . - -� -- : - NEw 12 11 --�-"' _____ > o · � ·1 c.."F-'�rE11sc@PIN@ _____ _ ______ -.__ _ _ _ _ _ i __ _ __ r � I (f) E � _ -l. -\flilVE -� - - �__ __ ] � f_ -________________________ 9 0 , 5 ' t -a�T� i= TA� ' N=k"°�,_ /��AL ACCESS FASTENED �-------- ----- - - -�o.�------------------------------------ 1 90 5 EL 905 00' T 17TOQ UTSIDE EXISTING TANK z -------------------------------------------------------------------------------------,-----------------------------------------------+-'��,, 900 / / (REFER TO STRUCTURAL � MWtjf!3:5 4 DR AW I N GS )' _____________ :,,------+------------- ------- � �-----,--------� 0 7 1 - ------ - -- ;/ ,,/ / Ji::t;;::i_l---_ ____ ___________ z ____ _,.____o: · . // /"i1-1' , r ;-, ,, _.,.. , - --- - --- - - - - - - - -+-- - --!' - - -=" 0. 1===========================------------- '-------------- --- - -- - ----------------- - -- ; 900 � / / gi �I I I w j l----------------------------------------------------------------------- ' / / 'o 'I : � EXISTING 12" DI OVERFLOW PIPE �u·I --+/-",,;,.__� � 1!: I ---------------+-----��-----.,.,_ - - - - --- - ---- 1__ _,,_/77/� ·-' . .,, i ._ rd( l-l � TIE INTO EXIST. -- ,----- TIC EL..891 30' � 8 ,e+ l - - -------------------- 8 9 5 d_' /.} � 1 / OVERFLOW PIPE <:1 '------------ - �# _,,:,co II 1 1 / 1 5' MIN.---W, f-"' '-" '-""t- 1 ---_-_-_-_-' :-, - r' -;?'=��/,/'= =- L i: � l:_i I � EXISTING GRADE 891.9'± i _(TY_ P.) _ I ,, _ -- - ,=", - - ---------------- -- - /'?,2-_ .,5' MIN ------- ---------189 5 890 12" I V. ,,;/ � " , "', c . /+ ). + 5 :,, ) , --- - ---- ------ +---i ----- +- 1 . --l---1 � -- 3 -�-\e'er------- --- - - --- --- ,,-'- 1 - -';' l - "9" - - - li TYP. ) ( 3J ,;. - - --, 1 -'-r-r I (e l !J: I I { 2 ) I 'f/St/\B eb - - 8S2-c-§!:.,.______. _______ _ ____________ ________________ , / Y /;;; / I *· �): _l2l \"! it (3) w l 1· ·WI t - ------- EL. 890.6'+' Y" /11 I - - ----, ]._t;:: - :_ c- -;: -.[- -i ::.::.:-f-: :c-cc-� - = - -- --.,.-.,-- .. _ . . .. . . . . 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E ",Lc'. 11' 8"' 4:' . 6 "_7 _ ':::'._ �_J.\i ,\\ � INV EL. 884.14' • ; i ,,,; r , .. :. / , 1 _ ,-/ Existing 12" t9 Aeration I r 880 / [ 10"Mr 1 i \L SLOPE FLOOR TO OUTLET To Be Abandoned in Place / ! i i i > /..._ INV. EL 884 00' r------; 1 " N " v - . E ; c L c- . -; B c; B ::c: 2 � .7 " 6 � ' 1-�-;, v"'- ---l...C::.:.C.J--- i ------ r-----�+1 - - E - X - . - 1 - 2 _ " _ D _ E _ C _ A _ N _ T _ L- IN - E ------------------------------- --- - -� - ---���=-. 1 "n v , .. . -. E '- 1 . -- 8 " 8 " 4 "' .2 " · +c -- �f - + ! + : --+, -+- , 1 -l-- - ----------+- ,': : 1 1 ----,/,'------------------- - --- - - --------------- 1 880 3 L.F. OF 12" DI PIPE @022% ' , FROM DRYING BEDS ! i ! i , , / 1NV. EL. 884.67 ' i i ! i ! 1': ,"· :: . : _,. / -,,- , /-+-- , ------------------------- - - ------------I 154 L.F. OF 20" D! PIPE@ 0.10% i ! ! i ·, .. , / / 875 1---------- 1- - 1---+----+ - -- - -= m c - \ --------------------------- I ------,,L,:'... 1'-L-1----------+-· .'.+-· '/-,L/ /_ /,.,../ _ ________ ________ _ _ __1 87 5 -i -- ,' , . ' ,/ / 1- -- -t- --------------- 1---+- -+- ----- -+ --- -� -----=-- EXISTING 12" DRY ING BED DECANT LINE. ' ' ;" 1 , c' . / / ·� INSTALL NEW MANHOLE OVER EXISTING LINE TO I I . . / / 1 -------- --------+ - _ - _ - _ ---+'-_ -_ -_ -f+ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ..,:_ -_ -_ -_ -_ -_ -_ --� = ( D ���::���� L �os�1� :i R M ���:�: N T � O ) N No.1. ------ ------------------ -!---------------�. - 2.l --� Q:- . g!-� - ffi + z - _ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ - _ 1 , 2c . . � : · .. .ot · _ ' , �== /= �:::/:.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.::.:=: "' 2_l (l) -- ro <( O I-0 · : · . / / 870 E c � l, · � o- � .:,, ' m-W i= - ---------j-- 8 70 :,rn u 0:::�©_sW �<r: / r=��c..+--------------- m- 2 (O_w_____ > ----ro w w- .._ - � (l)· --o - e9 u -------------1. , : ,-,, . ·,1--- L. ------------------------------------------ 1-"��C-l > (l)� > .2-0 co (/) CC> I]) 0 . (l) .::i:::0 ' / 1---------------o;-cr m - ro u. _ N � [i rn �-;::::· § '.2:_J------------- - l. c-...' . l -/+-------------------------------------------- 1 1---------------> _-fii � - > 7ij "E ____ � ______________________ __ _________________ _____ (.9 if) s: (Cl O CI:l � >< ------------- - ! g> ro ei gi ro o rn rn rn rn - rn S: rn - °'0 '. ' �. 17"-- - / -c--- T - , c- ,, - .o ----------------------- -------------- 1 865 ,---------------;,o.-£ �-� ! � 0 ---� ---------- ---�--------- - --- 'ffi-� -� t: � i ff ------------- - L· ,iad===��e!F#'""""= cc= ------------------------------------ 1 1 -----------0, ro o - N ro ___ __ ·, ----------------------- - - -------------- ------x ---------------·x ·x -· x x ·x _wu. T EL . 866·8'+ 865 .-co.-.- CIJLL w w w w wwwz<t BACKWASH HOLDING STRUCTURE SCALE: 1" = 1O' Horiz. 1" = 5' Vert. • REVISIONS BID SET C2024 Midwestern Engineers. Inc. 802 We.sl Bro�dv:ay S!f"t'I PO. Box 295 Loogooiec. Indiana 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 Pl 1.02 55 OF 126 I FllE NUMBER I 44011 Do Not Use Plan Previews for Take Off