Midwestern Engineers, Inc. Plan Preview

MIN . 6" TOP SOIL REQ'D (TYPICAL) CONCRETE STRUCTURE (REFER TO STRUCTURAL DRAWINGS) 23 31 \ 1 D �O 15'-2" �� " ' • • • ' • • " 22'-7" WET WELL CROSS SECTION SCALE: 3/8" � 1 ' - 0" ' ' N z z CL "' "' CL CL Cf) Cf) Cf) Cf) w w () () a: a: CL a_ 6'-9" 6'-10" 2 a: 0 � . . . -· . ':, ,;,:-·:''::' ·:.,- ... :-,.:,,:·,·:.:"_:\'_.··., _ '.:�-'; . .,. ·,: 'NEW ASPHALT DRIVE. . C: 'X;,.;,'.(REF . ER TO SHT. C2.02) FINAL GRADE EL. 892 00' (REFER TO SHT. C2 02 h-"c'"-f'.;.::s","�..:C.,',"'.,C:.C,,,c:."", ."· · CONCRETE STRUCTURE ...<· (REFER TO STRUCTURAL DRAWINGS) . --- .,, ·; � 20" PIPE INV EL 884.00' SPECIAL NOTES /\ CONTRACTOR TO PROVIDE A TIE-OFF STRAP TO �- ASSIST IN SECURING PUMP LIFTING CHAIN. (5 TOTAL) I\ _ HOIST CONTROL PUCK CABLE TO BE LONG /3 ENOUGH TO BE SECURED TO GUARDRAIL /\ PUMP HOIST "I" BEAM TO BE CENTERED OVER �- PUMPS PER MANUF RECOMMENDATIONS. NUM BER 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 :16 ·- - ,7 :18 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 EQUIPMENT KEY PIPING 1" PVC Air Release Valve Drain To Wet Well 2" PVC Floor Drain w/ Check Valve to Wet Well (REF SHT. P4.01) 6" DI Pipe 6" x 4" DIMJ Reducer 6" DI Air Vent, See Detail 9, on Sheet C2.06 6" DI 90 ° Bend 6" Wall Pipe w/ 8.9" Dia. Collar 6" Magnetic Flow Meter 10" DI Pipe 10" DI 90" Bend 8" DIMJ 45 ° Bend 8" x 6" DIMJ Reducer 1O" Wall Pipe w/ 13.1O" Dia. Thrust Collar 12" x 8" DIMJ Reducer 12" DI Pipe 14" DIMJ 90 ° Bend 14" DI Wall Sleeve 2'-1" Long, PE x PE 14" Plug Valve w/ Stem & Valve Box to Grade, See Detail 7, on Sht. C2.05 20" DI Wall Sleeve 2'-6" Long 20" DI Influent line From Backwash Holding Structure 30" DI Influent Wall Sleeve (From Headworks - Shown for Clarity) Pump Hoist System (Refer to Structural Drawings) Portable Davit Crane (Per Valve Manuf. Recommendations) �rocess !'ump Guide Rail Alignment l"er MMuf. Anchored tc Concrete l'ace Aoove - - - - - Wet Weather Pump Qiuide Rall Alignment Per Manuf, Anchored t" Conorete Fa<le Above - -·- -- - is"mp Lifting Chain, l'>rovi_ de_ffino �_ �h enain to Adeque_tely connect lo Hoiet Cable !"ump krfting Chaih Holding i"iate, Fa§!ened t<l Conerete lllab Face - - - . - Process Pump Wet Weather Pump Aluminum Hatch to Access Valves / Piping, Refer to Sheet P4 01 2" Aluminum Guardrail Removable Section of 2" Aluminum Guardrail, (Length 5' - 6" Max.) Ref. to Sht . P4.02 Davit Crane Position (Typical of 6 Locations) New Flow Metering Structure {Approximate Location), Refer to Detail 5, Sht. C2.05 30" x 30" Aluminum Hatch to Access Valves / Piping, Refer to Detail 6, Sht. C2.05 Solid Concrete Block Required under Magnetic Flow Meter New Asphalt Drive Material (Refer to Detail 6 On Sht. C2.04) Undisturbed Soil, Typical Engineer Approved Compacted Granular Fill Material Structural Base Material (Refer to Structural Drawings) New Backfill per Engineer Requirements Proposed 20"x20"x6" MJ Tee for Chemical Building Floor Drain Connection 3" PVC Pipe and Fittings w/ %" Braided Chemical Feed Line "TIE-OFF" CHAIN TO GUARDRAIL ABOVE (REQ'D EACH PUMP LOCATION) FABRICATE, BEND AND ANCHOR METAL HANGER TO SECURE LIFTING CHAIN CORE OPENING IN EXISTING CONCRETE TO ADEQUATELY !_. - ----r- ANCHOR NEW)\" ANCHOR SOLT hi'- -�<'- -----+ MIN 3" BURY 9�p:rnrrd-t-----_:.-+")\" STAINLESS STEEL EXPANSION t: BOLT AND WASHER 0 EPOXY FILL REQ'D AROUND ANCHOR CONCRETE SLAB CHAIN ANCHORING DETAIL SCALE: NONE REVISIGNS BID SET C2024 Midwestern Engineers. Inc. 802 West Broadway Street P.O. B"x 2<)5 Loogooiec, !ndi�na 47553 DATI" MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 P4.04 30 OF 126 I FILE NUMBER I 44036 Do Not Use Plan Previews for Take Off