Midwestern Engineers, Inc. Plan Preview

PROPOSED 10'-0" INTERIOR DIAMETER PRECAST CONC WETWELL. SEE NOTES THIS !G TICONC ELEV SHEET FOR SEALING REQUIREMENTS ' 10 " PVC PIPE SEWER 0 INLET INVERT (E) 18" PVC PIPE SEWER Cf') INLETINVERT(NW) . ... . .. . ' . . .. • . - . . ' . ,, . 1-----{26 . ·' . .., 5 . . • . AS HALT BACKPLASTER MATERIAL i"± ___, ' ,k" MIN. THICKNESS FROM TOP TO BOTIOM OF STRUCTURE, (ASPHALT BACKPL.ASTER MAY BE APPLIED BY STRUCTURE MANUFACTURER) ( OINTS TO BE SEALED IN THE FIELD AFTER INSTALLATION) ELEV. PUMP OFF F STATION BOTIOM ELEV • •• .· . . ;, : i,. -. ,4. ' •• . • '!. _... . �· . . .•. i' . ; . . . .. . '. 6 . .. .. ·- . ;, . HINGED SIDE . ... • • " ' 18" INF. INV. (NW) CONTRACTOR TO INSTALL FUTURE 6" D.I PUMP DISCHARGE PIPE. PIPE FL.ANGE ENDS TO BE FITIEO WITH BLIND FLANGES. PIPE INTENDED FOR FUTURE USE. ' .. - ' .. • ' 7 .. 29 7 .. .. • 7 FUTURE 6" D.I. PUMP ' " DISCHARGE PIPE 10" INF. !NV. (E) •. _.· .... � ,-: PLAN VIEW SCALE: 318"= 1'-0" NOTE: VERIFY HATCH ORIENTATION, VENT LOCATION AND JUNCTION BOX LOCATIONSw/ OWNER DURING CONSTRUCTION PRIOR TO INSTALLATION ELECTRICAL JUNCTION BOXES (SEE ELECTRICAL SHEET) • "4_ . . . ' . . ·"·· • . ±4'-7" ·->----��----->-, ' ·, 7 •. ' . . . , • . . .. • • • .·, •:: • <I .,., . -- ., · ·:·. . .• ·. . . .• ;; · .... . . ., . . .. f"�i---- JOINT SEALED WRAP OR FIELD APPLIED ASPHALT MASTIC MATERIAL (TYP.) • . . �" ... • '' ' • . . . .. 0-RING GASKET BETWEEN ALL RISER SECTIONS. PLUS ·a"' EXTRUDABLE GASKET (KENT SEALED OR EQUAL) . .. --'" • , . <I•. . . . . . . . . ... -. . -� . ,· .. ._ -· -�·· · . •· •,• ·,•" · .. . • � 4",, ; ; (Df- ---= S :..:: E =- C :::....:. T _._ I 0 .:- s _._ c � - -- L - E: - 31 - 8" - = - , ._- 0 " 31 . 7 .. • . . ·, PROPOSED 10'-0'" INTERIOR DIAMETER PRECAST CONG. VALVE VAULT. SEE NOTES THIS SHEET FOR SEALING REQUIREMENTS . " · ..• . I ·. ±8'-0'" .. +------�"-'------ - ' ... .... ·' 4"-0"'(MIN) ASPHALT BACKPLASTER MATERIAL t± ,k" MIN THICKNESS FROM TOP TO BOTIOM OF STRUCTURE, (ASPHALT BACKPLASTER MAY BE APPLIED BY STRUCTURE MANUFACTURER) (JOINTS TO BE SEALED IN THE FIELD AFTER INSTALLATION) • PROPOSED 4'-0" INTERIOR DIAMETER PRECAST CONC. METER VAULT. SEE NOTES THIS SHEET FOR SEALING REQUIREMENTS MAG METER TO BE SUPPLIEDw/ REMOTE TOTALIZER: CABLING AS SHOWN SHALL BE INSTALLED IN 1" CONDUIT WITHOUT SPLICES 27 31 31 . " . .. . 2'-6" (MIN) " " . . . . . NOTES: SEE LIFT STATION SITE PLAN FOR CONCRETE PAO DETAIL AND DIMENSIONS LIFT S TATION S CH E DUL E TRANSITION TO 12" DR-11 HDPE FORCE MAIN AT 45" FITIING TRANSITION TO 12" DR-11 HDPE FORCE MAIN AT 45 ° FlTIING / / - FORCE MAIN INV. ELEV. 0 VERIFY HATCH LOCATION W/ PUMP MANUFACTURER / ==='="= ITEM 18" PVC PIPE SEWER INLET INVERT (NW) 8" PVC PIPE SEWER INLET INVERT {E) ELEV. LEAD PUMP ON ELEV. LAG PUMP ON ELEV. PUMP OFF STATION BOTIOM ELEV. TOP OF STATION ELEV. HIGH WATER ALARM WET WELL - INSIDE DIAMETER (FT) FORCE MAIN INV. ELEV. PUMP MODEL (3 REQ'D) (GRUNDFOS SE. A60.330 OR EQUAL) IMPELLER SIZE G.P.M. TD.H. R.P.M. RATED H.P. PUMP DISCHARGE ELBOWw/ SUPPORT STAND 304 STAINLESS STEEL GUIDE RAILS PER PUMP MFGR FOGROD CONTROLLER 5/16" 304 STAINLESS STEEL LIFTING CHAIN PER PUMP MFGR. LINK-SEAL WALL SLEEVE ANO WALL PENETRATION SEAL "VALMATIC" MODEL 7204 SURGEBUSTER RESILIENT HINGE SWING CHECK VALVEw/BACKFLOW DEVICE & MECHANICAL IND!CATOR OR APPROVED EQUAL "DeZURIK" MODEL PEF 100% PORT ECCENTRIC PLUG VALVE W/ LEVER OPERATED ADJUSTABLE MEMORY STOP RADAR LEVEL SENSOR D.I. CROSS D.I. DISCHARGE PIPE D.l. DISCHARGE PIPE 0.1. REDUCER (FLG OR MJ AS REQ'D) D.I. SPOOL DI. 90 ° BEND (FLG OR MJ AS REQ'OJ D.I. TEE D.I. BLIND FL.ANGE DRESSER COUPLING MAGNETIC FLOW METER (SEE SPECIFICATIONS) EBAA IRON MEGA-LUG, S!ZE PER MAIN D.1. REDUCER (FLG OR MJ AS REQ'D) D.I. 45" BENO (FLG OR MJ AS REQ"D) "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCHw/ FALL PROTECTION GRATE (VERIFY SIZEw/ PUMP MANUFACTURER) "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH D.I. VENT PIPEw/(2) 90 ° , INSTALL S.S INSECT SCREEN & FLANGE FILLER TO CLOSE OPENING "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH BAUER TYPE COUPLINGw/ CLAMP RING D . I. PUMP DISCHARGE PIPE 2" PVC SCH 80 DRAIN LINEw/ BACKWATER CHECK VALVE FLANGE SUPPORT, STANDON MODEL No. S89 NOTE: VERIFY HATCH ORIENTATION, VENT LOCATION AND JUNCTION BOX LOCATIONSw/ OWNER DURING CONSTRUCTION PRIOR TO INSTALLATION ---- / -, / '- / � - JUNCTION BOX #1 / .... / \ I o- . -:;j::;, I \ I ·.- �� : -• . ; : 24 I . . .. ·1-""-/ I .. I I I \ I I \ I \ \ .... 0- JUNCTION BOX #2 - WET WELL TOP V IE W SCALE: 1/4"= 1'.Q" : .:::::.... ·.. 4 : \ . . . . . . . . . . . . . . · . I I }}/:\�: 1 ......_'2'5 ; \ ·.· . ·.· . ·.·.·. I \ .:-..·-·_:..:...!..·. / .... / ..., / '-. / -------- VALVE VAULT SYMBOL NOTES A 738.45' B 734.36' C 733 00' D 734.00 E 728.00 F 727.00' G 747.50' I 734.36. 10'-0" j 740.00' 1 11 18" 1,200 70' 1776 33.0 2 6" 3 2 5 SEE ELEC. 6 1 PER PUMP 7 ALL LOCATIONS 8 6" 9 6" 10 SEE ELEC 11 6"x6" 12 12" 13 10" 14 12"x6" 15 6"0, 11"' LENGTH 16 6" 17 6"x6"'x6" 18 6" 19 6" 20 10" 21 22 12"x1o·· 23 12" 24 36"x84", 3-LEAF 25 36"x72", 2-LEAF 26 6" 27 30"x30" 28 6" 29 6" 30 31 METER PIT LIFT STATION DETAILS I • �] L:i ·3 0 'fi i-4 ..;: REVISIONS R, �'' • BID SET C 2024 Midwestern Engineers. Inc. S02 West Broadwav Street P 0. Bo� 295 Loogootcc. ln<lian;i 47553 DAIT JULY 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E PROJECT NUMBER 2023083-00 07 07 OF 26 FlLE NUMBER 44320 I Do Not Use Plan Previews for Take Off