Midwestern Engineers, Inc. Plan Preview

.. -- ----- ' ' , ' ' ' / / I I I I I I I I I / / / / / / / / -/ - - EXISTING CLARIFIER No.1 I I I I I I I I I I I I I \ \ \ I HIGHI POINT EL.887.00' I I I I I \ \ \ \ 891.50'± \ ' ' -- !. PRGVIDE iibNGRETfil PclJ(l i; ;;;;;;;zzzz1zz/,c ' , ---'� �!D--,i'-------,1<-- CONTRACTOR TO REMOVE ENOUGH PIPE TO ADEQUATELY INSTALL 14" M.J.D.I. 90 ° BEND, PIPE END CAP AND CONCRETE THRUST BLOCKING AS INDICATED. NEW PUMPING STATION No2 REFER TO SHT. P 14.01 �� PROPOSED 6" FORCE MAIN TO NEW MANHOLE No.2 (REFER TO SHT. C2.D3) - - --+-- 891.50± INV. 883 38' ' ' ' \ 14" !NV. 887.30' \ \ \ � 889.4' ±\ ci @) 0 c-- � (� ;i:; \ � --¥- ' ' \ /� / / / / / I -0° / / / / - @- - ---- < • 11 -. ��,, e � -•--- EXISTING 14" LINE TO BE � ABANDONED IN PLACE 9 EXISTING 14" 0.1 EFFLUENT LINE TO NEW PUMPING STATION #2 891.50' ± EL 881 50' 0 I <D - - - <O X 0 °' [L [L <( RO°f:AlE EXISTING CLARIFIER No.2 'c 890.5'± EXISTING CLARIFIER No.1 AND No.2 EQUIPMENT IMPROVEMENTS - PLAN VIEW SCALE: 1/4" - 1'-0" NOTES 1 INSTALLATION AND SUPPORT OF ALL NEW EQUIPMENT SHALL BE PER EQUIPMENT MANUFACTURERS RECOMMENDATION. 2. CONFIRM WITH CLARIFIER MANUFACTURER ANGLE OF NEW RAKE AND BLADES TO INSTALL NEW GROUT SURFACE, SLOPPED TO CENTER EFFLUENT ORIFICE OF CLARIFIER(S). - ), /\ /\ . \ \ / \ \ \ \ ' ' \ \ \ \ \ I \ \ I \ \ I I I I I I I HIGH POINT: �===�====='.:::i:!:j:::t;;J:- EL. 887 OD' / / I 890.0' ± / / / / / I I I I I I I I I I I I I 9 )-{/ ) ---- EXISTING 6" PLUG VALVE TO REMAIN IN USE (TYPICAL) NUMBER 1 2 3 4 5 6 7 8 9 10 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 49 50 51 52 53 54 55 56 . - NOTATION TABLE PIPING Existing 32' Dia. Exterior Concrete Wall to Remain • Existing 14" Dia. Effluent Opening In Concrete. Effluent Pipe To Remain In Use Existing Concrete Wall to Remain in Use Existing RAS / WAS Well to Remain in Use Existing 14" 0.1. Influent Line to be Abandoned in Place Existing 6" 0.1. Tank Scum Effluent and Tank Drain Line to Remain in Use. Existing Scum Telescoping Valve to Remain in Use Existing 6" Dia. Tank Drain Plug Valve to Remain in Use (Typical Each Clarifier) Existing Scum Wet Well To Be Abandoned In Place Existing 10" Dia. Scum Effluent Line To Be Abandoned In Place • Existing Clarifier Effluent Chamber To Remain In Use New 25" Drive Unit With Torque Control Device New Aluminum Walkway New Diamond Textured Aluminum Platform New Aluminum Handrail With 4" Extruded Diamond Textured Aluminum Kick Plate New Center Shaft Feedwel1 With Baffled Scum Ports FeedweU Supports Existing Fixed Davit Crane Base New (2) Rake Arms With Spiral Blades, Sludge Scraper and Adjustable Squeegees Weir Plate With 90 ° V-Notches Baffle Plate (2) Skimmer Blade With Supports (2) Scum Skimmer Assembly With Neoprene 3' Scum Box and Discharge Pipe Connection With Flexible Coupling Effluent Scum Flushing Valve New 12" Concrete Wall New Concrete Wall and Effluent Flow Channel Support to Existing Wall. New 6" Scum Box Drain Line to RAS / WAS Wet Well New Grout Floor. Slope Per Equipment Manuf. Recomm. To Scum Pit Cut New 18" x 12" Wall Opening for Clarifier Trough Effluent New Aluminum Stop Plate (2 required) New Aluminum Weir Plate (2 Required) New 14" 0.1. Influent Pipe From Aeration Structure - - New RAS / WAS Submersible Pump - - Remove Existing Stop l"late ahd Concrete 1'111 Opening lh !oJ<istirig Wall - - . . - New 6" Concrete Flow D1Vi§ion Wall With Opehlng for New Weir Plate (� Req"d) . -·-· New 14'' D L Wall Pipe. Connect New 14" ti.I. Influent �lpe - -· - - - New Influent Fiow Division Chamber - - -- - New Clarifier Influent Well -- - . - -- - - - New 14 h CU. Clarifier influent Pipe. Support Per manufacturers Recommendations Metal Support Framing (Typical Each Clarifier) • Existing Flushing Hydrant to Remain In Use Core Existing Wall for New Pipe Penetration, Provide "Link-Seal" and Grout Fill Remove 5 LF of Existing Pipe to Cut, Cap End of Pipe Existing 14" D.I. Pipe To Remain In Use Grout Fill Required New Clarifier Effluent Channel Cover • New 14" MJ 90 ° Bend - Remove Exist. Pipe to Install New MJ Fitting, Concrete Thrust Block & Concrete Plug Approx. 20 LF of New 14" D I Pipe to New Lift Station No.2 Proposed 8' Dia. Lift Station No. 2 NOTATION SYMBOL KEY: 0 EXISTING EQUIPMENT - REFER TO NOTATION TABLE • PROPOSED EQUIPMENT - REFER TO NOTATION TABLE LEGEND D EXISTING CONCRETE STRUCTURE � NEW CONCRETE WALL L . CUT c:U:__N_::_E _,ua� _:_ --l a. DRAWING NO. FOR SECT10N VIEW A10 R�iSIONS BID SET 02024 Midwestern 6ngin�trs. lnc. 802 Wes! llrn�dw�y Street P.O. Box 295 Loogootee. Indiana 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 P8.03 44 OF 126 I FILE NUMBER I 44022 Do Not Use Plan Previews for Take Off