Midwestern Engineers, Inc. Plan Preview

ASPHALT DRIVE SURFACE � EL. 892.00' c-- r __________________________,_, ,.,., � ..,._" --------------------------------------------------------------------------------------�-- £3. I I o\ !o I I I •--L---,. � . OJ ----------�-11 PUMP HOIST TROLLEY AND MOTDR i � I 25 i : I I I I ,I 11 �1 ii !� :! I j 1 1 C' 1 _· -o _Y, + 2- " -= 2 _· - O= -- " - --- t s _Y, ___ , 2 1-- " --=2=--· - __:_ O_ " - + -- 3 -· - _5Y,_ 2 _ " -+>--'2 =--· - --= O _ " -+- 2 -· - _ 2 ;!, --= 2 =-- " +�2· --= - 0 _ " -f-- 2 _ ·- _ 2 )1; - -= 1 2 =-- " -1- �2· __- - oc__ " --1-__, \ p=-- ·- __:: � c__ " _ ! i I . j j I I _J i I Q I I w � 11 � I I Q 1 1 � � �f- Ii W I w w II� 11 2; I S,: S,: �::,. 11 0::: Q 11 0 I :: 1, ' 1 1 � � ;; ! Z Z II - I I _J :::i II _J 1 0'- 0" ACC SS DRIVE I �l====l==i � c!==n===t==�===le=== r�:J:===z�==!====i===n=='==I==;;:::===:;::;::: � I }§) 3 1 24 � 2s -r � = i !L@ I .. I > �Z-��> ,, - � _;z':: � 1 :Ltl:-::c:' � e-::=J::c<:=== 1 11 _;.,__ -� �f -- -, I a_ Cl. II i 21 ,:--�- ........ --. ' . lffj I I -II- I : '-----' .JJ-+-----..------f--!--++�--------------.;__--l GROUT FILL TO EL. 886.02' 5 '-6" 1 5' - 6" • 4' 21/" • - 12 5'-6" 4' - 2� " 3'-5" ,r. GROUT FILL TO EL. 886.02' 5· -6" VALVE VAULT EAST WALL ELEVATION SCALE: 3/8" - 1 '-0 " 23, /----I 32 �UMP HOIST TROLboY AN MOfOR. - ' ' ; . ' , 8" DI PIPE FILTER EQUIPMENT TANK RETURN DRAIN. JJ INV. EL 885 96' (REFER TO SHT. C2.03) y Wet Weather Operating Wl 874.00' jWETWELLI ,. . ' 871.03' . . 15'-0" .. I 2 0· - o " I ( 2" PVC DRAIN LINE I FROM METERING VAULT (SEE PLAN VIEW P4 01) I 1 0'- 0" 27 I " \ 2 P4.04 45 43 ' • ' l • ' ' " . .. ' . ' . 5 '-0" LEVEL PUMP STATION VALVE VAULT SECTION SCALE: 3/8" - l'-0" \ ·1 . '. 5' DIA CONCRETE STRUCTURE (FINAL LOCATION TO BE DETERMINED) FINAL GRADE (REFER TO SITE GRADING PLAN) NEW 18" DI FORCE -- MAIN TO NEW FILTERING ......- EQUIPMENT (REFER TO SHT. C2.03) 886.02' . , 1 ' GENERAL NOTES 1, 2, . REFER TO STRUCTURAL DRAWINGS FOR FINAL l'OUNDATION AND STRUCTURAL WALL Rl'aQUIRoMENTS. FACE 01' l'UMi' DISCHARClE FLANGE: fD IJla 24" FROM CONCRofla WALb. (TYPICAL) 10'-0'' ' , 1 • .· 3 ' - 0" . I . ' ' 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 40 41 42 43 44 45 46 47 � TISLAB EL. 892.50' GROUT FILL EQUIPMENTKEY PIPING 6" DI Pipe 6" Plug Valve 16" Magnetic Flow Meter 6" MJ 90' Bend 6" DI Tee 1O" DI Pipe 10" DI 90' Bend 18" x 10" DI Tee 1O" Plug Valve 18" MJ 45" Bend w/ Flange Adapter 18" x 6" DI Tee 18" x 16" DI Reducer w/ Flange Adapter ( FLG. x P E ) 18" DI Pipe 36" x 24" Aluminum Hatch to Access Valves / Piping (Refer to Detail 6, Sht. C2.05) Wall Penetration Seal Req'd "Link Seal" or Equal Grout Fill Req'd at All Pipe Penetrations Unless Otherwise Noted Solid Block Req'd Under All Plug Valves and Flow Metering Equipment Pipe Stanchion Req'd Where Necessary 18" x 10" DI Reducer New Aluminum Guardrail Davit Crane Base (Typical) Per Manufacturers Recommendation - 6 Total Portable Davit Crane (Refer to Structural Drawings) Aluminum Access Hatch "Halliday" or Equal. (Refer to Detail 6, Sht. C2.05) 42" x 30" Aluminum Access Hatch (Refer to Detail 6, Sht. C2.05) Pump Hoist System, Refer to Structural Drawings Aluminum Access Ladder w/ Fall Assist System (Shown for Clarity) Slope Grout Per Sht. P4 03 16" DI Pipe Undisturbed Soil, Typical Engineer Approved Compacted Granular Fill Material New Asphalt Drive Material (Refer to Detail 6 On Sht. C2.04) Structural Base Material (Refer to Structural Drawings) 2" DI Drain Line to Wet Well With Duckbill Check Valve 1" PVC Air Release Drain Line To Wet Well 1O" Check Valve 1O" Thrust Collar Wall Pipe w/ 13.1O" 0 Collar, 1'·6" Long, Fig. x Fig. 1 O" x 8" 01 Reducer Wet Weather Pump - 1 O" Flexibl@ Coupling - - - - - 10'' iransition Cou�lln� 4" Air Release Valve With 1" Ora1h Outlet (Instill a§ indica!M) - - - - - - - - . - e·· DI 90" Bend (2 Re1'd} w/ Flange & Insect Screen at Pipe Opening Above Slab NP 3102 MT3 Pump Guide Rail Alignment Per Manuf. Anchored to Concrete Face Above Pump Lifting Chain, Provide Enough Chain to Adequately Connect to Hoist Cable Pump Lifting Chain Holding Plate, Fastened to Concrete Slab Face 2" PVC Drain Line to Wet Well New Backfill per Engineer Requirements SLOPE TO FLOOR DRAIN OPENING (REFER TO ITEM No.2 ON SHT. P4.01) SPECIAL NOTES /\ CONTRACTOR TO PROVIDE A TIE-OFF STRAP TO �- ASSIST IN SECURING PUMP LIFTING CHAIN (TYPICAL OF 5) I\. _ HOIST CONTROL PUCK CABLE TO BE LONG � ENOUGH TO BE SECURED TO GUARDRAIL I\ _ PUMP HOIST "I" BEAM TO BE CENTERED OVER CONCRETE FOUNDATION � PUMPS PER MANUF. RECOMMENDATIONS PUMP DISCHARGE PIPING AND GUIDE RAIL I\ INSTALLATION PER MANUFACTURERS � - RECOMMENDATIONS. VERIFY DISTANCES PRIOR TO SETTING PUMP ANCHORING &- ACCESS LADDER SHOWN OUT OF VIEW FOR CLARITY REVISIONS BID SET C2024 Midwestem Engineers. Inc. 802 West Brondw�y Street P.O. Bo� 295 Loogook>c. Indiana 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 P4.05 31 OF 1 2 6 I FILE NUMBER I 44035 Do Not Use Plan Previews for Take Off