Midwestern Engineers, Inc. Plan Preview

� " 0 � - � � ' I - ,-B- - -- ---0- - -El- - - -e- n " " ' ,,.. lsecF�- - - - -o-- - _ ) / r ' " " """"""""""" " ""' - --0 , ---------------....'.'. l s � ,c � F � P _ ___-___ o-__ - _ -__��;' - ' r ....... - - - ' ' ' } / ' ' ' ' I ' ' ' ' ' ' """""" ",, "" ro " """ � " " "" " """"""""" I """ NEW 60" STANDARD MH No.1 (CITY EQUIPMENT BU1LDINGS) TIC EL. 89250' N: 2252515.3233 E: 507918.5852 NEW E. 30" INV. 880 00' NEW SW 30" INV. 883 00' " " " " " II " , " ' 8 9 �--------,,.,,!,, "' 11 '<- - u --....._Ex. Water Meterin MH#1 11 9;)/ - -� TIC EL 891.34' ___/' )0 // .. _ 1 E 4"1NV OUT 886 54' "l '' n " NEW 30" GRAVITY SYSTEM SEWER NEW FLOW CONTROL VALVE 11 > 1: 1 (REF. DIV II SYSTEM PLANS) TIC EL. 891.34' " ,, SE 30" INV IN 883.87' //., ;? ', ===a\ NE 30" INV. OUT 883.87' -,r i, , 11 11 " Ex Inlet #1 1 1 (? �-t'. 1 -�"' • . "- i ;; •• """' , " -:\. X,t;.1.-- _,." ,,_ -'. \I.':....� <Ii ---�:�- -·­ =iri'S��-=---.. ::4mv;;;�� - _.,,... -=-..., - _.,.._WJ-:v""cJ ----4 =- '--- -"�......C.- ----..- =--- =- - = :=- ,,...... =- .,_.. = -- =- --= = - =""' --- - -�- ,,.... t.J..L. --,� .,_� .; 6'. _ -"-__--'- ._ "" �-,F" - . .. fix.il1lelll.!-��_.- · • · t1BK g,_ - "".:;,...._....� ";' �€As=- "'NI" l@'' IN\i GlUf 886.M' �-:- -·:· ·=· ;;; -�;"="7-=i== NEW ASPHALT DRIVE INV. 881.30' Private Drive North - =""'-=> ,,,,_.. ,NEW 60" STANDARD MH No.2 T/C EL 892 10" N: 2252597.9357 E. 507993 0745 NEW E 12"FM INV EL. 887 00' NEW N. 30" INV. EL. 876.51' NEW S. 30" INV. EL. 881 60' LIMIT OF STONE MATERIAL OVER 6 ML WEED BARRIER , , -. . ·. . .�Ydi" INV IN 88'1.@�' ,.,,;-�t'tivahl bi - ./ ··· --�--- � - - ' ··="-i�=-'"""' ·· ,<P,' N�VvAS�HALt DRIVE � E:tl� WateLL lti§_ ,. 'j,' MAt,H-H)lE..SA-1:- � A. r} ,; --:,,;:( 1 : I Q ) . ( E i L J . 8 � 9 � 0 � . 8 r 5 � ' ± r - - ---�---=="--- i�" � � �t:--=-:7J\:ii7--':-".:�".c-�..., YfsM #2 • - - t., '· N: 2252455 6ii -... - _ " , @il " .c, •"" - Nf'ws.f:AtioAao �7f ��Ligftt NeW NE 30 � 1N � 7 fli 1 6 t .. - .. -"- ·--.. "'- _ - _,;.-; N: 2252395,:2838 N�W W. 30 11 INV. 884.24' , -_:;'' E: 507903 .4094> (BY DIV. II CONTRACTOR) ,..--;_' ; ,,,- (DOG HOUSE OPENING) ,,,;." ,..,; . -;," NE. 20" INV. EL. 884 14' -:..-:,.,;., S. 12" INV. EL. 884.67' SE 8" INV. EL. 884.91' - -- ----- - ------- --;;;�� SW 12" INV. EL 884.67' / TOP CONCRETE BASE El. 884.00' .,,,-- ___ _ _ - , NEW 12" OUTFALL $EWER INV. 884.76' NEW 10' x6' CONC,PAD'---------· �· �, NEW AIR s'L OWERS NEW 6" STN. STL PIPE.-'-<'- / /' ,' / / ·' / _. / / / I NEW 6" STN,�TL PIPE - 1 ,' 1 -H----11 / I I I I I AIR DIFFUSER (TYPICAL) ,:,' ,, , , - ,'· /1 ,, ,;,,, ,, ,.' TANK EFFLU 7 T " " ' ,, " " ' " � ' " ' I I I I K-r;l I ( ' ' � --0- - I I I \ \ \ \ \. BACKWASH HOLDING STRUCTURE "... - - 891- - _, \. / _, - - - / ; [1.::..1 " " ' " [0 " ' " ', / � go----------,. '-. ,/'-. - - - - - - - - - - - =------ -.::. ---= - - - - - - - - :_ - :.-_:.. - --�- --- ----o--- ----� - --- • Ex MH#11 TIC EL. 892.61' ' . . . .,, t • ,;• ' -" TB I I NEW SLUDGE DRYING BED N 12" INV OUT 885 01' W 10" INV IN 886.5± S 12" INV IN 886.5± "' II INV. 88541' ------..., @ r-..JL.J ' ' L _____------__.., 19 • o ',, ' ' I <' I 1, I [ill--} V o, �GAs-........GAs � - . . - - - ------:-':' � [Ag ADMIN ' ' I I -, L __, 1.._E ,, Private b . rive South EXISTING SLUDGE DRYING BEDS LEGEND �-- --e­ Ex MH#10 ---- -o- - �- -_- - - - - ___:_ Ex MH#9 � EP ep Proposed Edge of Pavement Existing Edge of Pavement Existing Pipe Permanerit Plug TIC EL. 890.22' N 12" INV OUT 885.27' E 12" INV IN 885.27' • T/C EL 890 00' N 6" INV IN 886.60 NE 8" INV OUT 885.60' E 12" INV IN 885.60' --e- ' ' .. ' I / ' ,, - 3 0 " 1 ' \ :: : \,� : [ej 1 I, O <· " ' < " " - -G-.-. - ' I - EXISTING DIGESTER #2 .. ® - /1 --- - 11 // �- 3 0 " J'l. [iJ ', \ ---=��==�==!===: '- =-14" ::::"",---.- \ ---�'°rl EXISTING FLOW DIVISION STR No 1 1, ' I, \ ' ,1 1- .1 , {J ,,, i !II '" I f---l,111'•' 11 ) \ L...Jllli \ ,, I l i L -" I " ' " ' \ ' f--jUI" 1 " ' ,��,:: \ \ " ' �F�;;;a;;.;,;�Jc!'t�=ir:Ji"==d'==� " ------ - 1 --- � � I " " " " EXISTING : : \ 'cf \ FLOW CONTROL ,. � 1 � STR No.2 TT' L..!..J ', \ 11 \ ff = -0====�=-====.i'i \, \ I ' , 1 " " " D , , , " ' NEW 48" 0 MANHOLE C-1 CHEMICAL INJECTION P91NT 1 , , NEW PUMP STA. No 2 TIC EL. 891.40' __S_ 14" INV._EL. 883.38 --.-�1 1 NHW ASPHAbT DRIVE , Exist Water Lirie ��---- 890 ___ ,- 32 " " " " " " ' " ' ' I I , , NEW 48"0 MANHOLE C-2 CHEMICAL INJECTION POINT (REFER TO DETAIL ON SHT. C2,06) I ' I - - ,, EXISTING \ CLARIFIER No.1 _ . ,.,� ( ,\ - / I I I I I t ' /,tP:Y ' 0 SLUDGE DRAIN EXISTING SLUDGE WELL , ' ' 0, "' I " " ,, ' TIC EL 890 85' S 8" INV OUT 886.65' ', Pt � rf ' - ,' "'-ill ,.- 1 ( GENERAL NOTES ' " " "" " �- NEW 6" DI DISCHARGE PIPE TO TIE INTO FLOW DIVISION STRUCTURE AT VERTICAL PIPE SPOOL PIECE ABOVE GRADE. ' � " " " � 1' ' NEW 6" D.L 900 BEND REQ'D AT CONNECTION POINT. &- NEW CHEMICAL INJECTION POINT(S) INSTALL NEW CHEMICAL INJECTOR NOZZLE AS INDICATED. REFER TO MISCELLANEOUS DETAILS FOR NOZZLE DETAIL. ' I ' I , ' ' ' / / , ' ' ' . I // ' · ' ' ' , / , ' ' , , ' ' ' /' , ' ' ' ' I , ' , , ' , I I ' , * TEMPORARY BENCH MARK (TBM): %" CAPPED REBAR NUMBER ELEVATION NORTHING EASTING TBM#1 892.66' 2252484 052 507661.6780 TBM#2 890.47' 2252425.1770 507772.8620 TBM#3 892.49' 2252480.8890 507980.6870 - --&-·- Ex MH#8 TBM#4 891 14' 2252372.7870 507959.5950 TIC EL. 889.44' N 8" INV IN 886.09' TBM#5 890.43' 2252513.6040 508207.432 , 1 I /1 , I WATERLOO WWTP - SITE EQUIPMENT and PIPING IMPROVEMENTS PLAN SCALE: 1" - 20' \ \ \ \ ' \ ' \ \ NUMBER 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 PIPING KEY PIPING Existing 14" Aeration Effluent Line to Exist. Clarifier No.1 and No.2 Existing Clarifier Sludge Well 6" Discharge to Exist.Flow Division Structure No.2 Existing Digester #1 Pump Eff_ - Ex. 6" force main to Sludge Drying Beds & Loading Sta. Existing 6" By-Pass Line to Sludge Loading Station Exlsting 8" Loading Station Dram Line to Exisitng Manhole Str. No.11 Existing 12" Backwash Drain Line to New Manhole Structure No.4 Exist_ Flow Division Str. No.1 - 8" F. M. Effluent to Backwash Holding Structure Existing Sludge Drying Bed 8" Ettl. Drain Line to Exist. Manhole #9 Existing 1O" Scum Drain Line New Metering Structure with Magnetic Flow Meter {Size Per Line) New 30" DI Pipe New 20'' DI Backwash Holding Return Line New Headworks Str. 30" DI Ettl. Pipe to New Pump Station Structure No.1 12" DI Pipe New 14" DI Aeration Eff. Sewer Flow Diverted to New Clarifier Influent Structure New / Existing 14" DI Clarifier Effluent Line to Pump Station No.2 New 30" Filter Equipment Effluent to New Manhole No.2 New 60" Precast Manhole Structure Connect New/Exist. Building Lateral to New 20"x6" MJ TEE. Provide Cleanouts as Nec'y New 6'' DI Force Main Discharge to Existing Flow Division Structure No 1 New Lift Station No.1, 8" DI Discharge to New Metering Structure No.3 New Filter Equipment Pump Discharge (8" DI) to tie into Existing 8" FM to Ex. BWH Str. Refer to Connection Detail Reference No.7 on Sht. C2.01 New 8" Filter Drain Line to New Lift Station No.1 Wet Well New 6" Dl Clarifier No.1 Scum Effluent to Existing Sludge Well New 6" Sludge Drying Bed Drain Line New 6" PVC Collection Line to Existing Manhole No.9 New 2" Water Line Installed to New Hydrant Location Concrete Parking Barriers New Steel Bollard w/ Concrete Fill and "Safety Yellow" Covering New Plug Valve {Per Pipe Size) New Effluent Parshall Flume for 30" Effluent Sewer Pipe New Clarifier Sludge Transfer Pump{s) Required New Blower(s) and New Piping Installed Inside Existing Blower Building Relocate Existing Yard Hydrant South of New U.V. Installation Injection Point No.1 and No.2 From New Chemical Building New 6" StL Air Pipe w/ Pipe Supports. Abandon Ex. Air Pipe Below Grade in Place New 2'' Water Supply Line to Headworks Building New 1" Water Supply Line to New Chemical Building New 18" DI Pipe Gravity I Force Main New 8" DI Gravity Sower Trench Drain --·- - l'lexlble Sludge Storage Bag System I Portable Dumpster 8" Discharge Piping, f°lex,ble Hose WI Cam • lot Above or;de wl Metal Pipe Support New 8" Discharge Pipe to Sludge Waste Bag System Concrete Access New 8" Dl Pipe Connection to Existing Backwash Holding Supply Line New 48" Dia. Pre Cast Structure New 6" 0.1 Force Main REVISIONS i,,,11111111,,,,. _ _ __ New B'' Gravity Sludge Decant Line to New Grinder Pumping Unit. Ref. to Sht. C2.03 �,+'\ \I., 5 U.t,;,,,� 50 New Grinder Pumping Unit �� '4;, �Q.\STE,9� �1' � 49 ��� ()�� � � 51 New 6' x 4' x 4" Concrete Sidewalk. Install to New Asphalt Drive :: -::. i5 • No. PE60920059 • 5 52 New 6" Sludge Return Line From Digesters • : °i"° STATEOF f: :: �-9. �;: 53 New 6" D.I. Force Main to New Manhole No.2 �OP � ltvoiANI>- � �� 54 Connect to Existing 10" DI Pipe w/ 10"x6" MJ Tee and 10" MJ Cutting - In Sleeve �,,:s,oNA \. \.�\\,� L -��-.L . ------------ - ------------------ - - - -� 'Y/1 ;';;"'u -· . Existing Vent Post / /(..L � STRUCTURE DESIGNATOR KEY: EXISTING AERATION AND DIGESTER IMPROVEMENTS NEW HEADWORKS STRUCTURE NEW PUMPING STATION No.1 @ NEW FILTERING EQUIPMENT STRUCTURE NEW U.V. DISINFECTION STR NEW PARSHALL FLUME STRUCTURE NEW CASCADE STRUCTURE � PROPOSED METERING STRUCTURE I SecF I Existing Security Fence EXISTING CLARIFIER EQUIPMENT IMPROVEMENTS EXISTING ORY SLUDGE STORAGE BAY IMPROVEMENTS I EXISTING BLOWER EQUIPMENT IMPROVEMENTS ,M,_ EXISTING BACKWASH HOLDING STRUCTURE � IMPROVEMENTS • NEW CHEMICAL BUILDING AND CHEMICAL EQUIPMENT • NEW SLUDGE DEWATERING SYSTEM NEW PUMP STATION No.2 I 3/15/24 BID SET 02024 )l.!idwes1em E nginee rs. Inc. 802 West Bro ,1dw.iy Street P.O. Box 295 Loogootce. lndinriu 47553 DATE MARCH 2024 DESIGN M,M.S. DRAWN D,A,P, Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 C2.03 13 OF 126 FILE NUMBER I 44053 Do Not Use Plan Previews for Take Off