Pump Pit Detail DWG Detail for AutoCAD

Pump Pit Detail DWG Detail for AutoCAD

Pump pit detail

Drawing labels, details, and other text information extracted from the CAD file:

of shts, job no., revision, sheet no., sheet title, project, designed, file, client, drawn, checked, approved, no. revisions, ref, date, print date, date, appvd, jul, a.r.bird, jul, thick galv. m.s pipe long, i.d., approx, to suit, precast riser section, mesh, galvanised wire cage, stirrups at, extend into control cabinet plinth, fms fillets, bolts, dry pack mortar, pvc vent connection. provide min. fall, thick galv. m.s pipe long, electrical control cabinet plinth, fms base plate drilled for bolts on pitch circle dia, pvc duct to electrical control cabinet, wide conc encasing to pipe, slow radius bend, stirrups at, pump well wall, pvc bend. cut top half of pipe for easy access to pipe, electrical control cabinet plinth locate as shown on site plan provide cable access as noted below, to pump well, elevation of electrical, pumping station vent detail, control cabinet plinth, electrical contractor’s requirements., note: allow to provide slow radius bend, duct in plinth for mains supply cable to, outside, inside, butyl mastic sealing strip, top bottom with stirrups at crs in addition to reinforcing shown on section, cover edge detail, applies at corner of access cover, seal inside and outside of joint with quick set hume bond., riser joint detail, no. off equally spaced around perimeter of each wet well riser section, s.s threaded rod with washer nut and locknut at each end, s.s eyebolts countersunk into manhole riser and sealed with quick set hume bond., water hammer control device, valves for maintenance., from wall to allow access to both swing check, control. attach to valve pit walls. out, hdpe air inlet pipe for water hammer, pumping station vent detail, or tapping band., elongated gibault joint, elongated gibault joint., galv. pipe tapped into, swing check valve, flow, electrical control cabinet, see specification, funnel drain, beneath pressure relief, valve. also provide, drainage to cabinet floor., note: all steelwork to be hot, aligned., dia vertically, end cap with, class hdpe pipe, flow, line top of compartment, with salmac insulation, board or similar approved, including sides door, control cabinet., galv. pipe., lockable door as for, r.p. principle backflow, preventer or similar approved., concrete to support valves, drainage outlet to wet well, galv. pipes embedded in, shelf, by engineer, alarm light, dipped galvanised after, fabrication, plinth reinf. stirrups at, check with electrical contractor, s.s solenoid valve on timer., to pump well, under baseplate, electrical contractor’s requirements., duct in plinth for mains supply cable to, slow radius bend, control cabinet, finished gd. level., note: allow to provide slow radius bend, wide conc encasing to pipe, pvc duct to electrical, n.t.s., ground level, elevation, thick galv. m.s. pipe, into control cabinet plinth, to extend, stirrups at, above finished, below, pipe, pump well wall, electrical control cabinet plinth, locate as shown on site plan, provide cable access as noted, upvc bend. cut top half, of pipe for easy access to, plan, tee, electrical control cabinet, plinth and water cubicle, fms gussets, galvanised wire cage, bolts, f.j., thick drypack mortar, pvc vent, connecti

Raw text data extracted from CAD file:

of shts Job No. Revision Sheet No. Sheet Title Project Designed File Client Drawn Checked Approved No. Revisions Ref Date Print Date Date Appvd Jul 95 A.R.Bird Jul 95 aLAY--P- A \A1;75 \A1;75 \A1;50 \A1;100 \A1;500 \A1;300 \A1;100dia. x 4.5 thick galv. m.s pipe 3m long \A1;550 \A1;400 \A1;400 \A1;1000 \A1;400 \A1;200 \A1;200 \A1;450 \A1;450 \A1;250 \A1;255 \A1;500 \A1;500 \A1;300 \A1;300 \A1;500 \A1;250 \A1;85 \A1;300 \A1;500 \A1;200 \A1;200 \A1;2150 \A1;400 \A1;2150 \A1;1500 I.D. \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;150 \A1;175 approx \A1;2150 \A1;400 \A1;85 \A1;50 \A1;300 \A1;350 \A1;400 \A1;Length to Suit \A1;750 \A1;200 \A1;200 \A1;2400 \A1;1980 \A1;484 \A1;750 \A1;400 \A1;2115 \A1;4310 \A1;400 \A1;2150 \A1;750 Precast riser section 333 Mesh 5 5 5 5 5 5 Galvanised wire cage R10 stirrups at 300 (50 cover) 4-D16, extend 500 into control cabinet plinth 4-75x75x12 fms fillets 2-M20 U bolts 25mm dry pack mortar 100dia PVC vent connection. Provide 50mm min. fall 100dia. x 4.5 thick galv. m.s pipe 3m long 5 Electrical control cabinet plinth 300dia x12 fms base plate drilled for 4-M20 bolts on 225dia pitch circle dia 1:20 at A1 5 5 1:40 at A3 150dia PVC duct to electrical control cabinet 400 wide conc encasing to pipe Slow radius bend 4-D16 & R10 stirrups at 300 Pump well wall PVC 90d bend. Cut top half of pipe for easy access to pipe Electrical control cabinet plinth Locate as shown on site plan Provide cable access as noted below 5 5 5 5 5 5 To pump well To pump well 1:10 at A1 ELEVATION OF ELECTRICAL PUMPING STATION VENT DETAIL 1:20 at A1 CONTROL CABINET PLINTH Electrical Contractor's requirements. NOTE: Allow to provide 150dia slow radius bend duct in plinth for mains supply cable to OUTSIDE INSIDE Butyl mastic sealing strip 5 5 HD12 top & bottom with R10 stirrups at 150 crs in addition to reinforcing shown on section COVER EDGE DETAIL 1:20 at A1 1:40 at A3 APPLIES AT CORNER OF ACCESS COVER 500 500 5 Seal inside and outside of joint with Quick Set Hume Bond. 1:20 at A3 1:10 at A1 RISER JOINT DETAIL 6 No. off equally spaced around perimeter of each wet well riser section M16 316 s.s threaded rod with washer nut and locknut at each end M16 316 s.s eyebolts countersunk into manhole riser section, and sealed with Quick Set Hume Bond. WATER HAMMER CONTROL DEVICE (1 off) valves for maintenance. from wall to allow access to both swing check control. Attach to valve pit walls. 20mm out 50dia HDPE air inlet pipe for water hammer 300 PUMPING STATION VENT DETAIL 1:10 at A1 1:20 at A3 or tapping band. Elongated gibault joint elongated gibault joint. 32dia galv. pipe tapped into 25mm swing check valve Flow Electrical control cabinet Heater, see specification Funnel & 50dia drain beneath pressure relief valve. Also provide drainage to cabinet floor. 100 Note: All steelwork to be hot aligned. dia holes, vertically End cap with 2-3mm 50dia Class C HDPE pipe Flow 1:5 at A1 1:10 at A3 Line top of compartment with Salmac Insulation Board or similar approved including sides & door control cabinet. 25dia galv. pipe. Lockable door as for 25dia R.P. principle backflow preventer or similar approved. concrete to support valves Drainage outlet to wet well 25dia galv. pipes embedded in Shelf by Engineer - A Alarm light \A1;350 dipped galvanised after fabrication Plinth Reinf. 4-HD16 & R10 stirrups at 300 900 (x 1.500 long) Check with Electrical contractor 50mm s.s Solenoid valve on timer. To Pump Well (4-No. off) under baseplate Electrical Contractor's requirements. duct in plinth for mains supply cable to 450 200 Slow radius bend control cabinet 1:40 at A3 1:20 at A1 Finished gd. level. Note: Allow to provide 150dia slow radius bend 400 wide conc encasing to pipe 200dia PVC duct to electrical 550 n.t.s. (50 cover) Ground Level 6 ELEVATION 100dia x 4.5 thick galv. m.s. pipe into Control Cabinet plinth 4-HD16, To extend 500 R10 stirrups at 300 200mm above Finished 200 400 450 below pipe Pump well wall Electrical control cabinet plinth Locate as shown on site plan Provide cable access as noted 90° uPVC bend. Cut top half of pipe for easy access to 400 400 PLAN PLAN 1:20 at A3 1:10 at A1 25mm Tee Electrical control cabinet plinth and water cubicle Ex-75 x 12 fms gussets Galvanised wire cage 2-M20 U bolts F.J. (Flexible joint) 25 thick drypack mortar 100dia PVC vent connection.Provide 50mm min. fall F.J. To Pump Well 225dia pitch circle dia 300dia x12 ms base plate drilled for 4-M20 bolts on ELEVATION chamber wall. WET WELL SUPPLEMENTARY WATER FEED 25mm HDPE PN9 connection 25mm galv pipe thru' 25mm Kamlock fitting. 25mm gate valve. Edge of wet well AND WASH DOWN CONNECTION ELEVATION OF ELECTRICAL CONTROL CABINET PLINTH Feed to Wetwell supplementary water feed and wash down outlet WATER CUBICLE 1:20 at A3 1:10 at A1 A - 1:10 at A1 1:20 at A3 SECTION 1:40 at A3 1:20 at A1 GRAVITY SEWER INLET Gravity Sewer Inlet RL=146.80 150dia gravity sewer discharge pipe 225dia. uPVC Gravity Sewer access junction with 100dia. access 32mm non return valve 32mm flexible hoses from pump and Kamlock coupling 50dia. uPVC or MDPE elbow 32-50 bushes 32mm ball valve Where disposal field is lower than discharge pipe ONLY, a 3mm hole is to be drilled at the 4 o'clock position to act as a syphon break 10 15 13 5 0.25m 2 50dia. Rising main 4 6 7 6 9 15 Break out wall of R.C pipe without removing reinforcement Incorporate reinforcement in concrete surround 5 8 150dia. risers with standard toby box frame & cover 1:40 at A3 PLAN OF PUMPWELL 1:20 at A1 5 2 0.25m 8 9 5 13 6 7 6 4 End area of concrete anchor blocks shown thus: 3 50 dia. C.I straight flanged one end with puddle flange length to suit 2 No. OFF ITEM DESCRIPTION (See also Notes below) 2 15 50 dia. Elongated C.I Gibault tapped to 32dia. OR Tapping band 50 dia. C.I Y junction all flanged 50 dia. C.I flanged swing check valve 32 dia. flexible hose pipe - length to suit 50 dia. C.I Sluice valve 50 dia. C.I plain ended straight length to suit 50 dia. C.I Gibault 50 dia. C.I straight flanged at one end length to suit 50 dia. C.I 45° bend, all flanged 6 11 14 12 13 8 7 10 9 2 5 1 2 2 4 6 2 2 1 2 1 2 1/ Pipework to be either Cast Iron, Concrete lined mild steel/Ductile Iron, or PN9 ABS 2/ Solvent cement jointed fittings may be used in place of described fittings for 32 diameter ABS pipework SCHEDULE OF PIPEWORK NOTE: parts clean sharp sand by volume) Mortar around new pipe penetration (One part Portland cement to three RISING MAIN JOINT DETAIL NOTE: Detail applies at all pump well penetrations TYPICAL MORTAR JOINT DETAIL except rising main. 1:20 at A1 1:20 at A1 1:40 at A3 1:40 at A3 Pumpwell wall reinf. bent around pipe Rubber ring Circular R6 bar around pipe, lap 200 Concrete surround R6 stirrup 5 6 7 6 4 opening 5 HD12 at 150crs EW Top & Bottom with 2-HD12 trimmers at corners of opening Rising Main Invert & 24 Hour Storage RL=289.65 1200 x 600 housing Valve box & concrete 150dia riser pipe 8 9 1.800 dia. precast concrete manhole riser Gravity Sewer Inlet I.L.=287.70 5 5 2 layers of 665 mesh 75 cover top & bottom Pump 'Off' Level RL=287.50 Wet Well Invert I.L.=287.20 Pump 'On' Level RL=287.90 High Level Alarm Emergency Storage Invert I.L.=288.00 1:40 at A3 A - 1:20 at A1 SECTION Mass concrete haunching to be placed after pumps have been installed in accordance with the pump supplier requirements Mass concrete, shaped to prevent ponding. Localised increase in slope at inlet shown dashed Pump pedestal to be anchored to pump wall floor with M20 316 s.s studs chemset into position and fastened with square s.s washers (6mm), spring washers and double nuts END WALL ELEVATION 1:40 at A3 1:20 at A1 1 layer of 665 mesh each face of wall/plug (Typical) 5 150mm THICK WALL 5 HD12 starters at 300 (Lap 400 with wall reinf.) 1:20 at A1 1:40 at A3 MIDDLE WALL ELEVATION 200mm THICK WALL Reinf. wall with HD12 at 300 each way on wall centreline Turn HD12 bars as shown 5 HD12 starters at 400 (Lap 400 with mesh) 2-HD12 trimmers around perimeter of wall 2 layers of 663 mesh top & bottom Extent of sand blinding layer shown hatched 5 Extent of pipe collar shown dashed 5 'SIKA' D0606 (600x600) Aluminium lid & frame 516 sq. opening perimeter of frame Secondary concrete around 600sq. cover \A1;800sq. 80x80 chamfer 1:20 at A1 1:40 at A3 TANK COVER DETAIL 175\Xapprox HD12 at 300 5 5 5 5 5 5 Sand blinding layer under pipe (Typical) 2 layers of 663 mesh top & bottom (40 cover) 400 600 HD12 at 400 <> I.D. 4.8m (2 x 2.4m Pipe Lengths - Approx 3.80m Internal Length) Fall Height to suit RL=288.07 Aluminium ladder PUMPING STATION - EMERGENCY STORAGE TANK 'SIKA' D0606 (600x600) Aluminium lid & frame 900dia. opening in pipe soffit. by volume) Mortar mix around opening (One part Portland cement to three parts clean sharp sand 150 thick precast conc. top. perimeter of frame Secondary concrete around \A1;600 \A1;800sq. 900 I.D. class X riser pipe cut to length & shaped to fit around the main pipe 2 No. off 1.5m dia. x 2.4m long, SRJ Class X Emergency storage pipes laid on even grade HD12 starters at 400 as for other end Form & pour concrete plug Reinf. with 665 mesh, (40 cover E.F.) Standard rubber ring joint 5 1 50 dia. C.I Gibault (PVC/C.I) 50 dia. C.I flanged straight - length to suit 50 - 32 dia reducing bushes 4 3 50 dia Camlock fitting 50 dia. ABS 90° elbow 2 2 50mm NB (56mm ID) Class B uPVC or 50mm NB (58mm ID) "Greenline" MDPE 3 6 11 12 15 15 11 5 Fall RL=289.65 Form & pour concrete plug Reinf. with 665 mesh, (40 cover E.F.) C 150dia. uPVC Gravity Sewer Inlet Pipe 100dia Vent Dashed line denotes position of opening in pumpwell roof (1200 x 600) A - 200dia Electrical control duct 25dia Supplementary Water Feed - Refer to sheet for details 200dia to Emergency Storage (1 Outlet Total) 1.800dia. precast concrete pump chamber riser section Electrical control cabinet 50dia. MDPE PN9 Rising Main 200dia. uPVC connection pipework between Pump Station & Storage Tanks (Typical) TANK No.1 EMERGENCY STORAGE VALVE BOXES PUMP STATION WET WELL Gravity Sewer 100dia Ventilation Pipe plinth & riser to roof REFER ALSO TO SHEET 57711/FS1 FOR LOCATION 1:50 at A1 1:100 at A3 PUMPING STATION - LAYOUT PLAN Transformer Area 289.95 Finished Surface Level 5 1400 x 150 concrete strip to support valve pit covers when open. Reinf. 2-HD12 with R10 links at 300 5 5 3 RL=289.95 Finished ground level Vent & Electrical duct I.L.=289.70 900 x 1200 700 x 1000 Rising Main Invert & 24 Hour Storage RL=289.65 HD12 at 150crs EW Top & Bottom with 2-HD12 trimmers at corners of opening 5 opening 4 6 5 11 12 11 thus: anchor blocks shown End area of concrete 13 5 0.25m 2 150dia. risers with standard toby box frame & cover 15 50dia. Rising main 2 0.25m 5 13 15 10 15 15 9 9 8 8 FS1 A I.L.=289.70 Vent & Electrical duct Submersible sewage pump. Refer to the specification for details Finished ground profile (Batter slopes down to kerb) 13 Length to Suit I.L.=289.70 100 dia vent connection rising 50mm from chamber to pumpwell (2-flexible joints) 200dia C.I. connection complete with 2-gibault joints SIMILAR - B B Top of Kerb PUMP WET WELL Finished Surface Level 289.95 I.L.=288.00 connection invert. Storage Chamber Gravity Sewer Inlet I.L.=287.70 290.04 FS1 SECTION 1:20 at A1 1:40 at A3 EMERGENCY STORAGE TANK 15 15 11 15 10 10 10 12 0.25m 2 2 0.25m 0.25m 2 13 13 200wide concrete upstand 150dia. risers with standard toby box frame & cover 50dia. Rising main To Warren Street All pipes to have 2 No. flexible joints outside pumpwell within 1.2m of well to allow for possible differential settlement - 1 DETAIL 1:10 at A1 - 1 1:20 at A3 5 2 layers of 665 mesh between pipes (40 cover) 5 Extent of pipe collar shown dashed 5 Extent of sand blinding layer shown hatched 2 layers of 663 mesh top & bottom 2-HD12 trimmers around perimeter of wall HD12 starters at 400 (Lap 400 with mesh) 5 5 5 Turn HD12 bars as shown Reinf. wall with HD12 at 300 each way on wall centreline 200mm THICK WALL MIDDLE WALL ELEVATION 1:40 at A3 1:20 at A1 5 HD12 starters at 300 (Lap 400 with wall reinf.) 5 150mm THICK WALL 5 1 layer of 665 mesh each face of wall/plug (Typical) 1:20 at A1 1:40 at A3 END WALL ELEVATION 5 5 5 PUMPING STATION - LAYOUT PLAN 1:100 at A3 1:50 at A1 REFER ALSO TO SHEET 57711/FS1 FOR LOCATION 100dia Ventilation Pipe plinth & riser to roof 150dia. uPVC Gravity Sewer WET WELL PUMP STATION VALVE BOXES 5 EMERGENCY STORAGE TANK No.1 EMERGENCY STORAGE TANK No.2 200dia. uPVC connection pipework between Pump Station & Storage Tanks (Typical) 50dia. Rising Main Electrical control cabinet A A A

Language	English
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, bomba, bomba de água, DETAIL, DWG, pipe, pit, pompe, pompe à eau, pump, pumpe, rohr, tubulação, tuyaux, wasserpumpe, water pump