Developer Services Standard Details for Pump Station Design
April 2020
Standard Details for Pump Station Design
Standard Details for Pump Station Design
DOCUMENT CONTROL
Author Wendy Mullaney
Created Date January 2018
Last Updated December 2019
Document Ref Standard Details for Pump Station Design
Version Final
Reviewed By Natalie Drake
Date Reviewed April 2020
Review Comments Final
Signature N A Drake
Yorkshire Water | Developer Services | Standard Details for Pump Station Design 1
Standard Details for
Pump Station Design
The drawings included in this document are typical
details for an adoptable pump station.
They are to be used as a guide for our design
specifications.
Please note that all drawings submitted for assessment
must be site specific and detailed as such accordingly.
This document contains the following Standard Details
for Pump Station Design:
Pumping Station Plan View
Pumping Station Elevation View
Pumping Station Site View (Single Pump)
Pumping Station Kiosk and Plinth Details
Pumping Station Plan View of Kiosk and Plinth
Pumping Station Hazardous Zoning Detail
Pumping Station Site View (Dual Pump)
Pumping Station Boundary Treatment Options
For further information please contact us
Telephone : 0345 120 8482
Email : [email protected]
***
***k.W. Ex.P. ***A FLC***l/s***m
Ø***mmHYDRORANGERULTRASONIC C/W HIGHLEVEL ALARM ANDBACK UP FLOATSWITCHESDUCTILE IRON
FLANGE ENDED
Ø***mm
PN16Ø***OD Ductile Ø*** PEConverter
PU
MP
D
AT
UM
PUMP INFORMATION
PUMP TYPE
MOTOR RATINGDUTY FLOWHEAD GENERATED
PIPE / VALVE SIZETYPE OF LEVEL CONTROL
FINAL CONNECTION
TERMINATION
PIPE O.D.
FLANGE DATA
RM COUPLER
::::
:
:
:
:
:
:
:
IMPELLER
***
A
A
Ultrasonic Head See Xylem Note K
2 off Non-Return Valves With Lever,
Weight, and 1/2" BSP Tapping and 1/4
Turn Ball Valve for Pressure Gauge
Trace Wire Duct
VJ Coupling for Ductile Iron
to PE Connection.
1/2" BSP Tapping and 1/4 Turn
Ball Valve for Pressure Gauge
Notional Ultrasonic Footprint
2 off Sluice Valves. with Cap Top
c/w Ext. Spindle
Indicative Thrust Blocks / Concrete Pipe Supports
Constructed Following Mechanical Installation
Note 50% of Pipe to Sit in Concrete Supports
Allowing Access to Bolts for Removal.
Hydraulic Flushing Valve Fitted To
One Pump Only (Foul Water
Stations Only)
Access Cover Hinges This Side
Square Boxout
Flange Adapters
3 off Ø100 Continuous Cable
Ducts, Complete With Draw Ropes.
Laid In Most Direct Line To Suit
Site
Ø150mm Incoming Sewer with Ø750mm Max
Rocker pipe, cut pipe with joint as close to wet well
as possible
Flange Ended Ductile Iron Pipe
MSG Access Lad d er To BS 4360
Grade 43A Galvanised To BS EN
ISO 1461:1999 Complete with
retractable hand hold.
Flange Adapter
500 kg SWL Davit Socket Drain Hole
to b e Maintained
Cover Plate Flush with Surrounding
Concrete to be Provided
Min. 200mm Thick Gen 3 Concrete Surround
4 off Square Boxouts Sized to Fit
Outer Diameter of Pipework
Flanges to be Sealed After
Mechanical Installation
Flexible Couplings
Float Switches Bracket
Compound Drain from Trapped Gully
To Suit Site
450
1000 min
545 C
enters
Man H
ole D
iam
eter
1500 O
pening
900 Opening
1800 Opening
Rebate Rebate
Rebate
Rebate Rebate
Rebate
300 300
All Cut Pipe Joints As Close To Structures As
Possible Consistent With Making The Joint.
The Rocker Pipes To Be 1m Or Equal To One
Nominal Pipe Diameter Whichever Is The Larger
IF BOXOUT HOLES TO BE CORE DRILLED.
Civil's To Ensure All Core Drillings Are Parallel To
Centre Line / Perpendicular To Valve Chamber
300
1 COVER TO RE-INFORCEMENT TO BE 40mm TO BOTHFACES.
2 SPACERS TO BE 1200mm CENTRE TO CENTRE.
3 CONCRETE TO BE 30 N/mm AT 28 DAYS.
4 GROUND BEARING PRESSURE TAKEN AS 50 KN/M.
5 NO DAY WORK JOINTS PERMITTED IN SLABS.
6 ALL SOFT SPOTS TO BE REMOVED AND REPLACEDBY SUITABLE MATERIAL.
7 PROVIDE 50MM BLINDING CONCRETE.
8 ALL WORKMANSHIP AND MATERIALS MUSTCONFORM TO CURRENT CODES OF PRACTICE ANDBUILDING REGULATIONS.
9 MINIMUM BAR LAP LENGTH 800mm.
10 WET WELL AND VALVE CHAMBER COVERS TO BE ASSUPPLIED BY PUMP SUPPLIER.
11 TO BE READ IN CONJUNCTION WITH THE CIVILSDETAILS.
12 ANY OVER BREAK BETWEEN THE LAST ACCESSCHAMBER AND THE WET WELL AND BETWEEN THEWET WELL AND THE VALVE CHAMBER TO BEFILLED WITH LEAN MIX CONCRETE.
13 WET WELL TO BE CLEAN AND DRY BEFOREINSTALLATION OF PUMPS COMMENCES.
14 DEWATERING TO BE PROVIDED IF NECESSARY ASWORKS PROCEED.
15 RISING MAIN TO BE (SPECIFICATION AND LENGTHTO BE CONFIRMED) LONG. MARKED WITH NONDEGRADABLE MARKER TAPE ABOVE RISING MAINCONTAINING A TRACE WIRE TERMINATING WITH 1MOF WIRE COILED INSIDE THE VALVE CHAMBER.COLOUR OF RISING MAIN TO BE BLACK/GREY
16 CUT OUT AND CUT IN LEVELS TO BE ESTABLISHEDON SITE BY PUMP SUPPLIER.
17 THE BRACKET FOR HOLDING THE DAVIT EQUIPMENTSHOULD BE KEPT IN THE KIOSK.
18 ALL REGULAR LEVEL SWITCHES USED WITHIN THEHAZARDOUS AREA MUST BE "EX RATED"
19 THRUST BLOCKS TO BE PROVIDED AT CHANGES INDIRECTION.
20 STATUTORY SERVICES TO PROVIDE ADEQUATESERVICES TO PUMP STATION AND KIOSK AND TO ALLOWFOR ALL NECESSARY REQUIREMENTS.
21 KIOSK TO BE PROVIDED TO THE LATEST YW DESIGN AND CONSTRUCTION GUIDANCE M & E ADDENDUM.
22 DUCTS WITHIN WET WELL SHOULD NOT BE SEALED WITHFOAM, THEY SHOULD BE SEALED WITHIN THE KIOSK.
23 EXTERNAL LEVELS AROUND THE BOUNDARYCOMPOUND TO BE AGREED IN A PRE-START MEETINGWITH AN INSPECTOR, SO THAT THEY FLOW TOWARDSTHE GULLY.
Wet Well Vent See Xylem Note M
:
SECTIONAL PLAN VIEW
Rebate
Ham Baker Dished Penstock c/w Extension
Spindle,Bracket(s), Tee Key & Surface Box.
2400 O
pening
Rebate
Wet Well Diameter
Ø150mm Incoming Sewer
Ø150 Stainless Steel Baffle Plate
Rebate
600 Opening
450
600 O
pening
100 R
ebate
Rebate
100 R
ebate
270
Pipe Length
Ø100mm Female Emergency Overpumping
Bauer. Mounted Close to Valve Chamber
Wall to Facilitate Easy Connection.
Auxiliary Suction, Ø100mm Male Bauer Connection.
Mounted Close to Valve Chamber Wall to Facilitate
Easy Connection.
YW NOTES
D400 to BSEH124 600 x 60mm Manhole
Cover and 150mm Deep Frame.
Key Hole
View on X~X
Plan View
Removable Lid with
Retention Chain
Box Fixed as Required
Fixing Lug
SPINDLE SURFACE BOX DETAIL
(not to scale)
165
200
Spindle to Below
200
200
XX
XYLEM NOTES
A DO NOT SCALE.
B ALL DIMENSIONS IN MILLIMETRES, ALL INVERTS INMETRES AOD, UNLESS OTHERWISE STATED.
C ALL CIVIL WORK BY OTHERS INCLUDING MAKINGGOOD AROUND PIPES AFTER INSTALLATION,BENCHING, FIXING ACCESS COVERS AND LAYINGCABLE DUCTS.
D REINFORCING BARS TO BE 75mm MIN. BELOWSURFACE. STRUCTURAL DETAIL ILLUSTRATIVEONLY, MAY BE WORKED TO FOR DIMENSIONS BUTXYLEM HAVE NO DETAIL INVOLVEMENT.
E BENCHING TO BE FORMED AS LAID DOWN INDESIGN AND CONSTRUCTION GUIDANCE AND TO LOCAL/ADOPTING AUTHORITY SPECIFICATIONS.
F BENCHING TO BE FORMED AFTER PUMPINSTALLATION.
G ALL DUCTS 100 I.D. MIN. COMPLETE WITH DRAWROPES AND AVOIDING ACUTE CHANGES OFDIRECTION. SERVICE DUCTS TO SUPPLIERSSPECIFICATIONS
H DIRECTION OF DUCTS SHOWNDIAGRAMMATICALLY - ALL DUCTS TO BE LAID ONMOST DIRECT LINE TO SUIT SERVICE BEINGCARRIED.
J SITE PLAN ILLUSTRATIVE IF NO SPECIFIC DETAILSPREVIOUSLY PROVIDED.
K LEVEL CONTROLS SHOWN NOTIONALLY, TO BEPOSITIONED AWAY FROM OBSTRUCTIONS,LEVELS READILY ADJUSTABLE AFTERINSTALLATION.
L CIVIL WORKS ARE INDICATIVE AND SHOULD NOTBE USED FOR CONSTRUCTION.
M GALVANIZED MILD STEEL VENT STACK WITH AMINIMUM DIAMETER OF 100mm FITTED WITH AMILD STEEL MESH AT THE TOP; WHERE LOCATEDIN A FENCED COMPOUND THE VENT STACKSHOULD TERMINATE AT THE SAME HEIGHT ASTHE BOUNDARY FENCING OR IN RESIDENTIALAREAS THE STACK CAN BE A MINIMUM OF 100mmOR UP TO THE HEIGHT OF THE FENCE WITH ASWAN NECK.
N COVERS TO BE CAPABLE OF BEING LIFTED WITHAN EFFORT NOT EXCEEDING 25Kg
P ALL FITTINGS TO BE STAINLESS STEEL
PROJECTREF.
DRAWINGNo.
APR'l
CHK'd
DR'n
PROJECT
TITLE
CLIENT
SCALEAT A1
SCALEAT A3
DATE
DATE
DATE
REV DATE DR'n CHK'd APR'lDESCRIPTION
-
WATER SOLUTIONS Ltd.
UNIT 1, 106 HAWLEY LANEFARNBOROUGHHAMPSHIRE GU14 8JETEL No. (01252) 513366FAX No. (01252) 532695
Let's Solve Water
INFORMATION ONLY
GENERAL ARRANGEMENT DRAWING
YORKSHIRE WATER
PUMPING STATION
PLAN VIEW
YORKSHIRE WATER
1:251:50
A 6272 01 JTI 09/06/2016
BAR 09/06/2016
N.S. 09/06/2016
All adoptable sewer works & materials to be in accordance with the Design and Construction Guidance contained within the Code for Adoption, the relevant British, European & Yorkshire Water standards, requirements and addendum to the Mechanical & Electrical Specification and Kite Marked
All adoptable sewer works & materials to be in accordance with the Design and Construction Guidance contained within the Code for Adoption, the relevant British, European & Yorkshire Water standards, requirements and addendum to the Mechanical & Electrical Specification and Kite Marked
Backup Float With I/S Barrier
to ATEX 137 See Note K
270
10
67
200
2 No. 50 x
50 x 10 Thk.
Flat Plate
DAVIT SOCKET
ENLARGED DETAIL
[not to scale]
Operating Levels
Storage TWL = ***Invert Of Inlet = ***Invert Of H.L.A. = ***Invert Of P2 Start = ***Invert Of P1 Start = ***Invert Of B.W.L. = ***Invert Of W/W Floor = ***Dead Area = ***mm
Operating Depth = ***mm
Operating Volume = *** Litres
Pump Flow = *** Litres/second
From the above: ( *** x 2) ( *** 2) = *** secs
*** seconds divided into 3600 = *** starts / hour
180 Rebate
90 Min Rebate
75 Frame Depth
15 Bedding
160 O/all Frame
WET WELL ACCESS COVER REBATE DETAIL
M12 Anchor
Bolts
H/L Alarm Float With I/S Barrier
to ATEX 137 See Xylem Note K
Base Level
Grano Benching to be Rounded
See Xylem Notes E & F.
Invert Level of Pipe
Grano Benching Laid to Falls
Base Level
Cover Level
Flexible Couplings
500 kg SWL Davit Socket Drain Hole
to b e Maintained Cover Plate Flush with
Surrounding Concrete to be Provided
Upper Guide
Bracket
Steelway Brickhouse FACTA B 1500 x 900
Prolift Access Cover And Frame Complete
With Hinged Miller Grids, (Removable By
Undoing Bolts If Required)
4 No. Grab Posts & Solid Barriers
(Omitted for Clarity)
Steelway Brickhouse FACTA B 2400 x 1800 Prolift
Access Cover And Frame Complete With Hinged
Miller Grids, (Removable By Undoing Bolts If
Required)
PCC Rings
2 No. Submersible Sewage Rated Heavy Duty
Pumps on Self Locating Quick Release Couplings
Fitted with Stainless Steel Chain Lifting System
Min. 200mm Thick Gen 3
Concrete Surround
GEN 3 Concrete Base
Thrust Blocks / Concrete Pipe Supports
Constructed Following Mechanical
Installation Note 50% of Pipe to sit in
concrete supports allowing access to bolts
for removal
Cable duct
Telemetry
This will be Supplied and Fitted by Yorkshire Water
I.C.A. Department and will be their
METASPHERE MMIM Telemetry Outstation.
Ultrasonic Transducer Head to be Located In Best
Position for Un-Obstructed Beam, Station Ancillaries to
be Kept Well Clear. See Xylem Note K
MSG Access Lad d er To BS 4360 Grade 43A
Galvanised To BS EN ISO 1461:1999
Complete with retractable hand hold.
Compound Drain from Trapped Gully
Ø110mm Osma Valve Chamber Drain Pipe Should Fall
Towards Wet Well
All Cut Pipe Joints As Close To Structures As
Possible Consistent With Making The Joint.
The Rocker Pipes To Be 1m Or Equal To One
Nominal Pipe Diameter Whichever Is The Larger
VIEW ON SECTION A - A
100
IF BOXOUT HOLES TO BE CORE DRILLED.
Civil's To Ensure All Core Drillings Are Parallel To
Centre Line / Perpendicular To Valve Chamber
Plastidrain Low Back P Trap and Hopper to Suit
Osma 110mm O.D. Drain
1500
6
0
°
6
0
°
600
Length O
f R
iser
Valve Chamber Width
Wet Well Diameter
1000 min
Cover Level
300 300
Ø50mm Earth Duct
Cover Slab Flush With
Surrounding Compound Surface
Slab Thickness
300
50
Distance From Socket to Opening
6000 m
ax
Ø150mm Incoming Sewer with
Ø750mm Max Rocker pipe, cut
pipe with joint as close to wet
well as possible
Stainless Steel Chain Lifting
System
Base Slab Should be a Minimum of
300mm Deep and have Some Sort of
Reinforcement. Two Layers of A393
Mesh, one top & one Bottom Facing
with 40mm Cover
Gen 3 Concrete Base
Base Slab Should be a Minimum of
300mm Deep and Have Some Sort
of Reinforcement. two Layers of
A393 Mesh, one Top & one Bottom
Facing with 40mm Cover
High Level Spindle Support
(detail omitted for clarity)
Slab Thickness
Slab Thickness
Length Of Ext. Spindle
When Wet Well Depth Exceeds 6000mm Electric
Lifting Hoist is Required.
Wet Well Vent See
Xylem Note M
1500
Inlet Invert
Level
Spindle Length
Inlet Diameter
Ø100mm Female
Emergency
Overpumping Bauer
XYLEM NOTES
A DO NOT SCALE.
B ALL DIMENSIONS IN MILLIMETRES, ALL INVERTS INMETRES AOD, UNLESS OTHERWISE STATED.
C ALL CIVIL WORK BY OTHERS INCLUDING MAKINGGOOD AROUND PIPES AFTER INSTALLATION,BENCHING, FIXING ACCESS COVERS AND LAYINGCABLE DUCTS.
D REINFORCING BARS TO BE 75mm MIN. BELOWSURFACE. STRUCTURAL DETAIL ILLUSTRATIVEONLY, MAY BE WORKED TO FOR DIMENSIONS BUTXYLEM HAVE NO DETAIL INVOLVEMENT.
E BENCHING TO BE FORMED AS LAID DOWN INDESIGN AND CONSTRUCTION GUIDANCE AND TO LOCAL/ADOPTING AUTHORITY SPECIFICATIONS.
F BENCHING TO BE FORMED AFTER PUMPINSTALLATION.
G ALL DUCTS 100 I.D. MIN. COMPLETE WITH DRAWROPES AND AVOIDING ACUTE CHANGES OFDIRECTION. SERVICE DUCTS TO SUPPLIERSSPECIFICATIONS
H DIRECTION OF DUCTS SHOWNDIAGRAMMATICALLY - ALL DUCTS TO BE LAID ONMOST DIRECT LINE TO SUIT SERVICE BEINGCARRIED.
J SITE PLAN ILLUSTRATIVE IF NO SPECIFIC DETAILSPREVIOUSLY PROVIDED.
K LEVEL CONTROLS SHOWN NOTIONALLY, TO BEPOSITIONED AWAY FROM OBSTRUCTIONS,LEVELS READILY ADJUSTABLE AFTERINSTALLATION.
L CIVIL WORKS ARE INDICATIVE AND SHOULD NOTBE USED FOR CONSTRUCTION.
M GALVANIZED MILD STEEL VENT STACK WITH AMINIMUM DIAMETER OF 100mm FITTED WITH AMILD STEEL MESH AT THE TOP; WHERE LOCATEDIN A FENCED COMPOUND THE VENT STACKSHOULD TERMINATE AT THE SAME HEIGHT ASTHE BOUNDARY FENCING OR IN RESIDENTIALAREAS THE STACK CAN BE A MINIMUM OF 100mmOR UP TO THE HEIGHT OF THE FENCE WITH ASWAN NECK.
N COVERS TO BE CAPABLE OF BEING LIFTED WITHAN EFFORT NOT EXCEEDING 25Kg
P ALL FITTINGS TO BE STAINLESS STEEL
Ø80mm - Ø100mm
Concentric Taper
Ø80mm Gate Valve
Ø80mm DF Bend
300
VIEW ON OVERPUMPING
Pipe Length
D400 to BSEH124 600 x 60mm Manhole
Cover and 150mm Deep Frame.
Inlet
Manhole
Inlet Invert
Level
Ham Baker Dished Penstock
with Extension Spindle
Bracket(s) and Tee Key.
Ø150mm Incoming Sewer with
Ø750mm Max Rocker pipe, cut
pipe with joint as close to wet
well as possible
Ø150mm to Ø80mm
Reducing Tee
Trace Wire Duct
Grano Benching Laid to Falls
High Level Spindle Supports
(detail omitted for clarity)
Ext. Spindle To Terminate Approx.
50mm Below Cover
Ext. Spindle to
Terminate Approx.
50mm Below Cover
6
0
°
VIEW ON AUXILIARY
SUCTION PIPEWORK
1000300 300
Spindle to be Positioned Directly on the
C/L of the Incoming Sewer by Others
109.850 Cover / Ground Level
6000 m
ax
1500
Auxiliary Suction Ø100mm Male Bauer Connection
When a Dual Station is Required Foul
Cover Level to be 50mm min Below Storm
Cover Level. this should be a Gentle fall
and not Stepped to Avoid Trip Hazards.
Ø150 Stainless Steel Baffle Plate
1 COVER TO RE-INFORCEMENT TO BE 40mm TO BOTHFACES.
2 SPACERS TO BE 1200mm CENTRE TO CENTRE.
3 CONCRETE TO BE 30 N/mm AT 28 DAYS.
4 GROUND BEARING PRESSURE TAKEN AS 50 KN/M.
5 NO DAY WORK JOINTS PERMITTED IN SLABS.
6 ALL SOFT SPOTS TO BE REMOVED AND REPLACEDBY SUITABLE MATERIAL.
7 PROVIDE 50MM BLINDING CONCRETE.
8 ALL WORKMANSHIP AND MATERIALS MUSTCONFORM TO CURRENT CODES OF PRACTICE ANDBUILDING REGULATIONS.
9 MINIMUM BAR LAP LENGTH 800mm.
10 WET WELL AND VALVE CHAMBER COVERS TO BE ASSUPPLIED BY PUMP SUPPLIER.
11 TO BE READ IN CONJUNCTION WITH THE CIVILSDETAILS.
12 ANY OVER BREAK BETWEEN THE LAST ACCESSCHAMBER AND THE WET WELL AND BETWEEN THEWET WELL AND THE VALVE CHAMBER TO BEFILLED WITH LEAN MIX CONCRETE.
13 WET WELL TO BE CLEAN AND DRY BEFOREINSTALLATION OF PUMPS COMMENCES.
14 DEWATERING TO BE PROVIDED IF NECESSARY ASWORKS PROCEED.
15 RISING MAIN TO BE (SPECIFICATION AND LENGTHTO BE CONFIRMED) LONG. MARKED WITH NONDEGRADABLE MARKER TAPE ABOVE RISING MAINCONTAINING A TRACE WIRE TERMINATING WITH 1MOF WIRE COILED INSIDE THE VALVE CHAMBER.COLOUR OF RISING MAIN TO BE BLACK/GREY
16 CUT OUT AND CUT IN LEVELS TO BE ESTABLISHEDON SITE BY PUMP SUPPLIER.
17 THE BRACKET FOR HOLDING THE DAVIT EQUIPMENTSHOULD BE KEPT IN THE KIOSK.
18 ALL REGULAR LEVEL SWITCHES USED WITHIN THEHAZARDOUS AREA MUST BE "EX RATED"
19 THRUST BLOCKS TO BE PROVIDED AT CHANGES INDIRECTION.
20 STATUTORY SERVICES TO PROVIDE ADEQUATESERVICES TO PUMP STATION AND KIOSK AND TOALLOW FOR ALL NECESSARY REQUIREMENTS.
21 KIOSK TO BE PROVIDED TO THE LATEST YW DESIGN AND CONSTRUCTION GUIDANCE M & E ADDENDUM.22 DUCTS WITHIN WET WELL SHOULD NOT BE SEALED
WITH FOAM, THEY SHOULD BE SEALED WITHIN THEKIOSK.
23 EXTERNAL LEVELS AROUND THE BOUNDARYCOMPOUND TO BE AGREED IN A PRE-START MEETINGWITH AN INSPECTOR, SO THAT THEY FLOW TOWARDSTHE GULLY.
YW NOTES
Ø150mm Ham Backer Dished Series 60
Penstock c/w Extension Spindle,
Bracket(s), Tee Key & Surface Box. Supply
Only For Installation By Others.
4585
Surface Box to be Positioned
Directly on the C/L of the Incoming
Sewer. Supply Only, Installation By
Others. (Tee Key To Be Stored In
Kiosk)
VIEW ON PENSTOCK
PROJECTREF.
DRAWINGNo.
APR'l
CHK'd
DR'n
PROJECT
TITLE
CLIENT
SCALEAT A1
SCALEAT A3
DATE
DATE
DATE
REV DATE DR'n CHK'd APR'lDESCRIPTION
-
WATER SOLUTIONS Ltd.
UNIT 1, 106 HAWLEY LANEFARNBOROUGHHAMPSHIRE GU14 8JETEL No. (01252) 513366FAX No. (01252) 532695
Let's Solve Water
INFORMATION ONLY
GENERAL ARRANGEMENT DRAWING
YORKSHIRE WATER
PUMPING STATION
ELEVATION VIEW
YORKSHIRE WATER
1:251:50
A 6272 02 JTI 09/06/2016
BAR 09/06/2016
N.S. 09/06/2016
All adoptable sewer works & materials to be in accordance with the Design and Construction Guidance contained within the Code for Adoption, the relevant British, European & Yorkshire Water standards, requirements and addendum to the Mechanical & Electrical Specification and Kite Marked
Earth Electrode and Inspection Cover to be
Positioned as Close to Kiosk As Possible.
(leave a Boxout 500 x 500 to fit Earth Pit if
Compound is Concreted Before Installation
Telecom Line by Others
See Xylem Notes G & H
Duct to Suppliers Specification
Incoming 3 Phase and Neutral
Electricity Supply Duct to Suppliers
Specification
Main Kiosk & Plinth See
Detail Sheet 04
3 off Ø100 Continuous Cable Ducts
Complete with Draw Ropes.
Laid in Most Direct Line to Suit Site
Compound Boundary Treatment will
Depend on Location Please Refer to
Yorkshire Water Design Requirements
Documents for Information.
Pin kerbing on outside of fence
Storage Kiosk & Plinth See Detail
Sheet 05
Compound Drain from Trapped Gully
Concrete Bollards
Gate (Lockable) or Collapsible Galvanised Steel
Bollards to Match Fence Specification. There
should be a Clear Opening in Front of the
Gates to Ensure Adequate Access
Collapsible Bollards Must Fit YWS Lock
ELE
CE
LE
CE
LE
CE
LE
CE
LE
CE
LE
CE
LE
CE
LE
C
BT
BT
BT
BT
BT
BT
BT
BT
BT
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
///////
/
/
//
//
//
//
//
//
//
//
//
//
Rising Main Specification and Length to be
Detailed Marked with Non-degradable Marker
Tape Containing a Trace Wire Terminating with
1m of wire Coiled Inside Valve Chamber.
Incomer
Wet Well Vent See Xylem Note M
Dropped Kerb to be Provided at the
Entrance to the Compound Suitable to
Allow Vehicle Access
The Compound Construction Should be Similar to thatof the Adjacent Highway with a Concrete Surfacing.
Concrete Compound Construction – for TraffickedAreas, 250mm Thick Gen 3 Concrete with two Layersof A393 mesh. For non-trafficked Areas, 150mm thick
Gen 3 concrete with one layer of A393 MeshBrushed Concrete Finish, to be Discussed with Local
YWS Engineer.
Minimum of 2m Clear Working Space in Front ofKiosk Doors. When Kiosk Doors open Towards Wet
Well or Valve Chamber, this must be Increased to 3m
Reid 500 kg SWL Davit Socket Drain
Hole to b e Maintained Cover Plate
Flush with Surrounding Concrete to
be Provided
Minimum of 2m Clear Working Space in Front ofKiosk Doors. When Kiosk Doors open Towards WetWell or Valve Chamber, this must be Increased to 3m
1 COVER TO RE-INFORCEMENT TO BE 40mm TO BOTHFACES.
2 SPACERS TO BE 1200mm CENTRE TO CENTRE.
3 CONCRETE TO BE 30 N/mm AT 28 DAYS.
4 GROUND BEARING PRESSURE TAKEN AS 50 KN/M.
5 NO DAY WORK JOINTS PERMITTED IN SLABS.
6 ALL SOFT SPOTS TO BE REMOVED AND REPLACEDBY SUITABLE MATERIAL.
7 PROVIDE 50MM BLINDING CONCRETE.
8 ALL WORKMANSHIP AND MATERIALS MUSTCONFORM TO CURRENT CODES OF PRACTICE ANDBUILDING REGULATIONS.
9 MINIMUM BAR LAP LENGTH 800mm.
10 WET WELL AND VALVE CHAMBER COVERS TO BE ASSUPPLIED BY PUMP SUPPLIER.
11 TO BE READ IN CONJUNCTION WITH THE CIVILSDETAILS.
12 ANY OVER BREAK BETWEEN THE LAST ACCESSCHAMBER AND THE WET WELL AND BETWEEN THEWET WELL AND THE VALVE CHAMBER TO BEFILLED WITH LEAN MIX CONCRETE.
13 WET WELL TO BE CLEAN AND DRY BEFOREINSTALLATION OF PUMPS COMMENCES.
14 DEWATERING TO BE PROVIDED IF NECESSARY ASWORKS PROCEED.
15 RISING MAIN TO BE (SPECIFICATION AND LENGTHTO BE CONFIRMED) LONG. MARKED WITH NONDEGRADABLE MARKER TAPE ABOVE RISING MAINCONTAINING A TRACE WIRE TERMINATING WITH 1MOF WIRE COILED INSIDE THE VALVE CHAMBER.COLOUR OF RISING MAIN TO BE BLACK/GREY
16 CUT OUT AND CUT IN LEVELS TO BE ESTABLISHEDON SITE BY PUMP SUPPLIER.
17 THE BRACKET FOR HOLDING THE DAVIT EQUIPMENTSHOULD BE KEPT IN THE KIOSK.
18 ALL REGULAR LEVEL SWITCHES USED WITHIN THEHAZARDOUS AREA MUST BE "EX RATED"
19 THRUST BLOCKS TO BE PROVIDED AT CHANGES INDIRECTION.
20 STATUTORY SERVICES TO PROVIDE ADEQUATESERVICES TO PUMP STATION AND KIOSK AND TOALLOW FOR ALL NECESSARY REQUIREMENTS.
21 KIOSK TO BE PROVIDED TO THE LATEST YW DESIGN AND CONSTRUCTION GUIDANCE M & E ADDENDUM.22 DUCTS WITHIN WET WELL SHOULD NOT BE SEALED
WITH FOAM, THEY SHOULD BE SEALED WITHIN THEKIOSK.
23 EXTERNAL LEVELS AROUND THE BOUNDARYCOMPOUND TO BE AGREED IN A PRE-START MEETINGWITH AN INSPECTOR, SO THAT THEY FLOW TOWARDSTHE GULLY.
YW NOTES
Dropped Kerb to be Provided at the
Entrance to the Compound Suitable to
Allow Vehicle Access
3800 Min. Clear Opening
4000 Hardstanding
10000 H
ardstanding M
in.
PROJECTREF.
DRAWINGNo.
APR'l
CHK'd
DR'n
PROJECT
TITLE
CLIENT
SCALEAT A1
SCALEAT A3
DATE
DATE
DATE
REV DATE DR'n CHK'd APR'lDESCRIPTION
-
WATER SOLUTIONS Ltd.
UNIT 1, 106 HAWLEY LANEFARNBOROUGHHAMPSHIRE GU14 8JETEL No. (01252) 513366FAX No. (01252) 532695
Let's Solve Water
Ø200
450 M
in.
750 M
in.
Bollard to be
installed strictly in
accordance with
manufacturers details
G.Level
BOLLARD DETAIL
14000 M
in.
10000 Min.
INFORMATION ONLY
GENERAL ARRANGEMENT DRAWING
YORKSHIRE WATER
PUMPING STATION
SITE VIEW
YORKSHIRE WATER
1:501:100
A 6272 03 JTI 09/06/2016
BAR 09/06/2016
N.S. 09/06/2016
500
XYLEM NOTES
A DO NOT SCALE.
B ALL DIMENSIONS IN MILLIMETRES, ALL INVERTS INMETRES AOD, UNLESS OTHERWISE STATED.
C ALL CIVIL WORK BY OTHERS INCLUDING MAKINGGOOD AROUND PIPES AFTER INSTALLATION,BENCHING, FIXING ACCESS COVERS AND LAYINGCABLE DUCTS.
D REINFORCING BARS TO BE 75mm MIN. BELOWSURFACE. STRUCTURAL DETAIL ILLUSTRATIVEONLY, MAY BE WORKED TO FOR DIMENSIONS BUTXYLEM HAVE NO DETAIL INVOLVEMENT.
E BENCHING TO BE FORMED AS LAID DOWN INDESIGN AND CONSTRUCTION GUIDANCE AND TO LOCAL/ADOPTING AUTHORITY SPECIFICATIONS.
F BENCHING TO BE FORMED AFTER PUMPINSTALLATION.
G ALL DUCTS 100 I.D. MIN. COMPLETE WITH DRAWROPES AND AVOIDING ACUTE CHANGES OFDIRECTION. SERVICE DUCTS TO SUPPLIERSSPECIFICATIONS
H DIRECTION OF DUCTS SHOWNDIAGRAMMATICALLY - ALL DUCTS TO BE LAID ONMOST DIRECT LINE TO SUIT SERVICE BEINGCARRIED.
J SITE PLAN ILLUSTRATIVE IF NO SPECIFIC DETAILSPREVIOUSLY PROVIDED.
K LEVEL CONTROLS SHOWN NOTIONALLY, TO BEPOSITIONED AWAY FROM OBSTRUCTIONS,LEVELS READILY ADJUSTABLE AFTERINSTALLATION.
L CIVIL WORKS ARE INDICATIVE AND SHOULD NOTBE USED FOR CONSTRUCTION.
M GALVANIZED MILD STEEL VENT STACK WITH AMINIMUM DIAMETER OF 100mm FITTED WITH AMILD STEEL MESH AT THE TOP; WHERE LOCATEDIN A FENCED COMPOUND THE VENT STACKSHOULD TERMINATE AT THE SAME HEIGHT ASTHE BOUNDARY FENCING OR IN RESIDENTIALAREAS THE STACK CAN BE A MINIMUM OF 100mmOR UP TO THE HEIGHT OF THE FENCE WITH ASWAN NECK.
N COVERS TO BE CAPABLE OF BEING LIFTED WITHAN EFFORT NOT EXCEEDING 25Kg
P ALL FITTINGS TO BE STAINLESS STEEL
500
500
500
500 Kiosk
Tolerance on Duct Centre Positions ±10mm
All Ducts To Be Cut Level With Top Of Plinth
Plinth must be Level, True
and Free from any
Irregularities.
Top to be 150mm Above
Ground Level Or The Wet
Well Cover Slab Level,
Whichever Is Higher
3 off Ø100mm Continuous
Cable Ducts on Direct Line to
Wet Well, Complete with
Draw Ropes
Telecom Duct
See Xylem Notes G & H
To Suppliers Specification
Independent Earth See
Xylem Notes G & H
Continuous
Cable Ducts
150mm Type 1
Stone Sub Base.
200mm Thick Gen 3
Concrete Base
Kiosk 1350 high
Kiosk Complies With Yorkshire Water's Local Practice to the Design and Construction Guidance contained within the Code
for Adoption
B B
VIEW ON SECTION B - B
150
750 P
linth
500 K
iosk
125
350
2450 Plinth
2200 Kiosk
125 300 125
1350 K
iosk
175340785200200200
Incoming Electricity See
Xylem Notes G & H on
To Suppliers Specification
Earth Electrode and Inspection
Cover to be Positioned as Close to
Kiosk as Possible
KIOSK DOORS FITTED WITH TRIANGULAR KEYED
CAMLOCKS AT THE TOP AND BOTTOM OF EACH
DOOR AND A SECURE HARDENED HASP AND
STAPLE SIZED TO TAKE A YORKSHIRE WATER
SIZED SERVICES PADLOCK.
ALL CABLE DUCTS TO BE SEALED IN THE KIOSK
AND CAPPED WITH A WITH A GAS TIGHT SEALING
PUTTY 10ATEX 137 DIRECTIVE.
Clear Area in Front of Plinth to
Slope away from Kiosk to Allow
Surface Water to run off
20mm Chamfered Edges
All Round
PROJECTREF.
DRAWINGNo.
APR'l
CHK'd
DR'n
PROJECT
TITLE
CLIENT
SCALEAT A1
SCALEAT A3
DATE
DATE
DATE
REV DATE DR'n CHK'd APR'lDESCRIPTION
-
WATER SOLUTIONS Ltd.
UNIT 1, 106 HAWLEY LANEFARNBOROUGHHAMPSHIRE GU14 8JETEL No. (01252) 513366FAX No. (01252) 532695
Let's Solve Water
INFORMATION ONLY
GENERAL ARRANGEMENT DRAWING
YORKSHIRE WATER
PUMPING STATION
KIOSK AND PLINTH DETAILS
YORKSHIRE WATER
1:101:20
A 6272 04 JTI 09/06/2016
BAR 09/06/2016
N.S. 09/06/2016
XYLEM NOTES
A DO NOT SCALE.
B ALL DIMENSIONS IN MILLIMETRES, ALL INVERTS INMETRES AOD, UNLESS OTHERWISE STATED.
C ALL CIVIL WORK BY OTHERS INCLUDING MAKINGGOOD AROUND PIPES AFTER INSTALLATION,BENCHING, FIXING ACCESS COVERS AND LAYINGCABLE DUCTS.
D REINFORCING BARS TO BE 75mm MIN. BELOWSURFACE. STRUCTURAL DETAIL ILLUSTRATIVEONLY, MAY BE WORKED TO FOR DIMENSIONS BUTXYLEM HAVE NO DETAIL INVOLVEMENT.
E BENCHING TO BE FORMED AS LAID DOWN INDESIGN AND CONSTRUCTION GUIDANCE AND TO LOCAL/ADOPTING AUTHORITY SPECIFICATIONS.
F BENCHING TO BE FORMED AFTER PUMPINSTALLATION.
G ALL DUCTS 100 I.D. MIN. COMPLETE WITH DRAWROPES AND AVOIDING ACUTE CHANGES OFDIRECTION. SERVICE DUCTS TO SUPPLIERSSPECIFICATIONS
H DIRECTION OF DUCTS SHOWNDIAGRAMMATICALLY - ALL DUCTS TO BE LAID ONMOST DIRECT LINE TO SUIT SERVICE BEINGCARRIED.
J SITE PLAN ILLUSTRATIVE IF NO SPECIFIC DETAILSPREVIOUSLY PROVIDED.
K LEVEL CONTROLS SHOWN NOTIONALLY, TO BEPOSITIONED AWAY FROM OBSTRUCTIONS,LEVELS READILY ADJUSTABLE AFTERINSTALLATION.
L CIVIL WORKS ARE INDICATIVE AND SHOULD NOTBE USED FOR CONSTRUCTION.
M GALVANIZED MILD STEEL VENT STACK WITH AMINIMUM DIAMETER OF 100mm FITTED WITH AMILD STEEL MESH AT THE TOP; WHERE LOCATEDIN A FENCED COMPOUND THE VENT STACKSHOULD TERMINATE AT THE SAME HEIGHT ASTHE BOUNDARY FENCING OR IN RESIDENTIALAREAS THE STACK CAN BE A MINIMUM OF 100mmOR UP TO THE HEIGHT OF THE FENCE WITH ASWAN NECK.
N COVERS TO BE CAPABLE OF BEING LIFTED WITHAN EFFORT NOT EXCEEDING 25Kg
P ALL FITTINGS TO BE STAINLESS STEEL
Plinth must be Level, True
and Free from any
Irregularities.
Top to be 150mm Above
Ground Level Or The Wet
Well Cover Slab Level,
Whichever Is Higher
C C
VIEW ON SECTION C - C
500 Kiosk
150
750 P
linth
500 K
iosk
125
2450 Plinth
2200 Kiosk
125 125
1350 K
iosk
Tolerance on Duct Centre Positions ±10mm
All Ducts To Be Cut Level With Top Of Plinth
KIOSK DOORS FITTED WITH TRIANGULAR KEYED
CAMLOCKS AT THE TOP AND BOTTOM OF EACH
DOOR AND A SECURE HARDENED HASP AND
STAPLE SIZED TO TAKE A YORKSHIRE WATER
SIZED SERVICES PADLOCK.
150mm Type 1
Stone Sub Base.
200mm Thick Gen 3
Concrete Base
Clear Area in Front of Plinth to
Slope away from Kiosk to Allow
Surface Water to run off
20mm Chamfered Edges
All Round
PROJECTREF.
DRAWINGNo.
APR'l
CHK'd
DR'n
PROJECT
TITLE
CLIENT
SCALEAT A1
SCALEAT A3
DATE
DATE
DATE
REV DATE DR'n CHK'd APR'lDESCRIPTION
-
WATER SOLUTIONS Ltd.
UNIT 1, 106 HAWLEY LANEFARNBOROUGHHAMPSHIRE GU14 8JETEL No. (01252) 513366FAX No. (01252) 532695
Let's Solve Water
INFORMATION ONLY
GENERAL ARRANGEMENT DRAWING
YORKSHIRE WATER
PUMPING STATION
STORAGE KIOSK DETAILS
YORKSHIRE WATER
1:201:40
A 6272 05 JTI 09/06/2016
BAR 09/06/2016
N.S. 09/06/2016
XYLEM NOTES
A DO NOT SCALE.
B ALL DIMENSIONS IN MILLIMETRES, ALL INVERTS INMETRES AOD, UNLESS OTHERWISE STATED.
C ALL CIVIL WORK BY OTHERS INCLUDING MAKINGGOOD AROUND PIPES AFTER INSTALLATION,BENCHING, FIXING ACCESS COVERS AND LAYINGCABLE DUCTS.
D REINFORCING BARS TO BE 75mm MIN. BELOWSURFACE. STRUCTURAL DETAIL ILLUSTRATIVEONLY, MAY BE WORKED TO FOR DIMENSIONS BUTXYLEM HAVE NO DETAIL INVOLVEMENT.
E BENCHING TO BE FORMED AS LAID DOWN INDESIGN AND CONSTRUCTION GUIDANCE AND TO LOCAL/ADOPTING AUTHORITY SPECIFICATIONS.
F BENCHING TO BE FORMED AFTER PUMPINSTALLATION.
G ALL DUCTS 100 I.D. MIN. COMPLETE WITH DRAWROPES AND AVOIDING ACUTE CHANGES OFDIRECTION. SERVICE DUCTS TO SUPPLIERSSPECIFICATIONS
H DIRECTION OF DUCTS SHOWNDIAGRAMMATICALLY - ALL DUCTS TO BE LAID ONMOST DIRECT LINE TO SUIT SERVICE BEINGCARRIED.
J SITE PLAN ILLUSTRATIVE IF NO SPECIFIC DETAILSPREVIOUSLY PROVIDED.
K LEVEL CONTROLS SHOWN NOTIONALLY, TO BEPOSITIONED AWAY FROM OBSTRUCTIONS,LEVELS READILY ADJUSTABLE AFTERINSTALLATION.
L CIVIL WORKS ARE INDICATIVE AND SHOULD NOTBE USED FOR CONSTRUCTION.
M GALVANIZED MILD STEEL VENT STACK WITH AMINIMUM DIAMETER OF 100mm FITTED WITH AMILD STEEL MESH AT THE TOP; WHERE LOCATEDIN A FENCED COMPOUND THE VENT STACKSHOULD TERMINATE AT THE SAME HEIGHT ASTHE BOUNDARY FENCING OR IN RESIDENTIALAREAS THE STACK CAN BE A MINIMUM OF 100mmOR UP TO THE HEIGHT OF THE FENCE WITH ASWAN NECK.
N COVERS TO BE CAPABLE OF BEING LIFTED WITHAN EFFORT NOT EXCEEDING 25Kg
P ALL FITTINGS TO BE STAINLESS STEEL
Kiosk 1350 high
Kiosk Complies With Yorkshire Water's Local Practice to the Design and Construction Guidance contained within the Code
for Adoption
LEGEND
Non Hazardous Zone
Zone 2
Zone 1
Cable Ducts in accordance with DCG F.3.4.4 and
BS EN 1401-01 & BS 4660 sealed with rise sealant system Gas + waterproof sealant system
IN ACCORDANCE WITH SFA7.D6.2
HAZARDOUS AREA DETAIL
VIEW ON SECTION Z-Z
SECTIONAL PLAN VIEW COMPOUND LAYOUT(not to Scale)
ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC
BT BTBT BT BT BT BT BT BT
//
Z Z
PROJECTREF.
DRAWINGNo.
APR'l
CHK'd
DR'n
PROJECT
TITLE
CLIENT
SCALEAT A1
SCALEAT A3
DATE
DATE
DATE
REV DATE DR'n CHK'd APR'lDESCRIPTION
-
WATER SOLUTIONS Ltd.
UNIT 1, 106 HAWLEY LANEFARNBOROUGHHAMPSHIRE GU14 8JETEL No. (01252) 513366FAX No. (01252) 532695
Let's Solve Water
INFORMATION ONLY
GENERAL ARRANGEMENT DRAWING
YORKSHIRE WATER
PUMPING STATION
HAZARDOUS ZONING DETAIL
YORKSHIRE WATER
1:251:50
A 6272 06 JTI 09/01/2017
BAR 09/01/2017
N.S. 09/01/2017
XYLEM NOTES
A DO NOT SCALE.
B ALL DIMENSIONS IN MILLIMETRES, ALL INVERTS INMETRES AOD, UNLESS OTHERWISE STATED.
C ALL CIVIL WORK BY OTHERS INCLUDING MAKINGGOOD AROUND PIPES AFTER INSTALLATION,BENCHING, FIXING ACCESS COVERS AND LAYINGCABLE DUCTS.
D REINFORCING BARS TO BE 75mm MIN. BELOWSURFACE. STRUCTURAL DETAIL ILLUSTRATIVEONLY, MAY BE WORKED TO FOR DIMENSIONS BUTXYLEM HAVE NO DETAIL INVOLVEMENT.
E BENCHING TO BE FORMED AS LAID DOWN INDESIGN AND CONSTRUCTION GUIDANCE AND TO LOCAL/ADOPTING AUTHORITY SPECIFICATIONS.
F BENCHING TO BE FORMED AFTER PUMPINSTALLATION.
G ALL DUCTS 100 I.D. MIN. COMPLETE WITH DRAWROPES AND AVOIDING ACUTE CHANGES OFDIRECTION. SERVICE DUCTS TO SUPPLIERSSPECIFICATIONS
H DIRECTION OF DUCTS SHOWNDIAGRAMMATICALLY - ALL DUCTS TO BE LAID ONMOST DIRECT LINE TO SUIT SERVICE BEINGCARRIED.
J SITE PLAN ILLUSTRATIVE IF NO SPECIFIC DETAILSPREVIOUSLY PROVIDED.
K LEVEL CONTROLS SHOWN NOTIONALLY, TO BEPOSITIONED AWAY FROM OBSTRUCTIONS,LEVELS READILY ADJUSTABLE AFTERINSTALLATION.
L CIVIL WORKS ARE INDICATIVE AND SHOULD NOTBE USED FOR CONSTRUCTION.
M GALVANIZED MILD STEEL VENT STACK WITH AMINIMUM DIAMETER OF 100mm FITTED WITH AMILD STEEL MESH AT THE TOP; WHERE LOCATEDIN A FENCED COMPOUND THE VENT STACKSHOULD TERMINATE AT THE SAME HEIGHT ASTHE BOUNDARY FENCING OR IN RESIDENTIALAREAS THE STACK CAN BE A MINIMUM OF 100mmOR UP TO THE HEIGHT OF THE FENCE WITH ASWAN NECK.
N COVERS TO BE CAPABLE OF BEING LIFTED WITHAN EFFORT NOT EXCEEDING 25Kg
P ALL FITTINGS TO BE STAINLESS STEEL
1 COVER TO RE-INFORCEMENT TO BE 40mm TO BOTHFACES.
2 SPACERS TO BE 1200mm CENTRE TO CENTRE.
3 CONCRETE TO BE 30 N/mm AT 28 DAYS.
4 GROUND BEARING PRESSURE TAKEN AS 50 KN/M.
5 NO DAY WORK JOINTS PERMITTED IN SLABS.
6 ALL SOFT SPOTS TO BE REMOVED AND REPLACEDBY SUITABLE MATERIAL.
7 PROVIDE 50MM BLINDING CONCRETE.
8 ALL WORKMANSHIP AND MATERIALS MUSTCONFORM TO CURRENT CODES OF PRACTICE ANDBUILDING REGULATIONS.
9 MINIMUM BAR LAP LENGTH 800mm.
10 WET WELL AND VALVE CHAMBER COVERS TO BE ASSUPPLIED BY PUMP SUPPLIER.
11 TO BE READ IN CONJUNCTION WITH THE CIVILSDETAILS.
12 ANY OVER BREAK BETWEEN THE LAST ACCESSCHAMBER AND THE WET WELL AND BETWEEN THEWET WELL AND THE VALVE CHAMBER TO BEFILLED WITH LEAN MIX CONCRETE.
13 WET WELL TO BE CLEAN AND DRY BEFOREINSTALLATION OF PUMPS COMMENCES.
14 DEWATERING TO BE PROVIDED IF NECESSARY ASWORKS PROCEED.
15 RISING MAIN TO BE (SPECIFICATION AND LENGTHTO BE CONFIRMED) LONG. MARKED WITH NONDEGRADABLE MARKER TAPE ABOVE RISING MAINCONTAINING A TRACE WIRE TERMINATING WITH 1MOF WIRE COILED INSIDE THE VALVE CHAMBER.COLOUR OF RISING MAIN TO BE BLACK/GREY
16 CUT OUT AND CUT IN LEVELS TO BE ESTABLISHEDON SITE BY PUMP SUPPLIER.
17 THE BRACKET FOR HOLDING THE DAVIT EQUIPMENTSHOULD BE KEPT IN THE KIOSK.
18 ALL REGULAR LEVEL SWITCHES USED WITHIN THEHAZARDOUS AREA MUST BE "EX RATED"
19 THRUST BLOCKS TO BE PROVIDED AT CHANGES INDIRECTION.
20 STATUTORY SERVICES TO PROVIDE ADEQUATESERVICES TO PUMP STATION AND KIOSK AND TOALLOW FOR ALL NECESSARY REQUIREMENTS.
21 KIOSK TO BE PROVIDED TO THE LATEST YW DESIGN AND CONSTRUCTION GUIDANCE M & E ADDENDUM.22 DUCTS WITHIN WET WELL SHOULD NOT BE SEALED
WITH FOAM, THEY SHOULD BE SEALED WITHIN THEKIOSK.
23 EXTERNAL LEVELS AROUND THE BOUNDARYCOMPOUND TO BE AGREED IN A PRE-START MEETINGWITH AN INSPECTOR, SO THAT THEY FLOW TOWARDSTHE GULLY.
YW NOTES
ELE
CE
LE
CE
LE
CE
LE
CE
LE
CE
LE
CE
LE
CE
LE
CE
LE
CE
LE
C
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
/
/
/
//
//
//
//
//
//
//
//
/
/
/
//
//
//
//
//
//
//
//
CO
NT
RO
L
CO
NT
RO
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
C
O
N
T
R
O
L
PO
WE
RP
OW
ER
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
PO
W
ER
PO
WE
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
P
O
W
E
R
Indicative
Foul
Arrangement
Indicative
Surface
Arrangement
Note
Wet Well Cover Slab to have
Engraved Plate Indicating Type:-
FOUL WATER WET WELL
SURFACE WATER WELL
3800 Min. Clear Opening
4000 Hardstanding
10000 H
ardstanding M
in.
PROJECTREF.
DRAWINGNo.
APR'l
CHK'd
DR'n
PROJECT
TITLE
CLIENT
SCALEAT A1
SCALEAT A3
DATE
DATE
DATE
REV DATE DR'n CHK'd APR'lDESCRIPTION
-
WATER SOLUTIONS Ltd.
UNIT 1, 106 HAWLEY LANEFARNBOROUGHHAMPSHIRE GU14 8JETEL No. (01252) 513366FAX No. (01252) 532695
Let's Solve Water
14000 m
in
14000 min.
INFORMATION ONLY
A PUMPING STATION SITE VIEW
YORKSHIRE WATER
PUMPING STATION
SITE VIEW
YORKSHIRE WATER
1:501:100
A 6272 07 JTI 04/12/2017
BAR 04/12/2017
N.S. 04/12/2017
500
XYLEM NOTES
A DO NOT SCALE.
B ALL DIMENSIONS IN MILLIMETRES, ALL INVERTS INMETRES AOD, UNLESS OTHERWISE STATED.
C ALL CIVIL WORK BY OTHERS INCLUDING MAKINGGOOD AROUND PIPES AFTER INSTALLATION,BENCHING, FIXING ACCESS COVERS AND LAYINGCABLE DUCTS.
D REINFORCING BARS TO BE 75mm MIN. BELOWSURFACE. STRUCTURAL DETAIL ILLUSTRATIVEONLY, MAY BE WORKED TO FOR DIMENSIONS BUTXYLEM HAVE NO DETAIL INVOLVEMENT.
E BENCHING TO BE FORMED AS LAID DOWN INDESIGN AND CONSTRUCTION GUIDANCE AND TO LOCAL/ADOPTING AUTHORITY SPECIFICATIONS.
F BENCHING TO BE FORMED AFTER PUMPINSTALLATION.
G ALL DUCTS 100 I.D. MIN. COMPLETE WITH DRAWROPES AND AVOIDING ACUTE CHANGES OFDIRECTION. SERVICE DUCTS TO SUPPLIERSSPECIFICATIONS
H DIRECTION OF DUCTS SHOWNDIAGRAMMATICALLY - ALL DUCTS TO BE LAID ONMOST DIRECT LINE TO SUIT SERVICE BEINGCARRIED.
J SITE PLAN ILLUSTRATIVE IF NO SPECIFIC DETAILSPREVIOUSLY PROVIDED.
K LEVEL CONTROLS SHOWN NOTIONALLY, TO BEPOSITIONED AWAY FROM OBSTRUCTIONS,LEVELS READILY ADJUSTABLE AFTERINSTALLATION.
L CIVIL WORKS ARE INDICATIVE AND SHOULD NOTBE USED FOR CONSTRUCTION.
M GALVANIZED MILD STEEL VENT STACK WITH AMINIMUM DIAMETER OF 100mm FITTED WITH AMILD STEEL MESH AT THE TOP; WHERE LOCATEDIN A FENCED COMPOUND THE VENT STACKSHOULD TERMINATE AT THE SAME HEIGHT ASTHE BOUNDARY FENCING OR IN RESIDENTIALAREAS THE STACK CAN BE A MINIMUM OF 100mmOR UP TO THE HEIGHT OF THE FENCE WITH ASWAN NECK.
N COVERS TO BE CAPABLE OF BEING LIFTED WITHAN EFFORT NOT EXCEEDING 25Kg
P ALL FITTINGS TO BE STAINLESS STEEL
4300
500
1 COVER TO RE-INFORCEMENT TO BE 40mm TO BOTHFACES.
2 SPACERS TO BE 1200mm CENTRE TO CENTRE.
3 CONCRETE TO BE 30 N/mm AT 28 DAYS.
4 GROUND BEARING PRESSURE TAKEN AS 50 KN/M.
5 NO DAY WORK JOINTS PERMITTED IN SLABS.
6 ALL SOFT SPOTS TO BE REMOVED AND REPLACEDBY SUITABLE MATERIAL.
7 PROVIDE 50MM BLINDING CONCRETE.
8 ALL WORKMANSHIP AND MATERIALS MUSTCONFORM TO CURRENT CODES OF PRACTICE ANDBUILDING REGULATIONS.
9 MINIMUM BAR LAP LENGTH 800mm.
10 WET WELL AND VALVE CHAMBER COVERS TO BE ASSUPPLIED BY PUMP SUPPLIER.
11 TO BE READ IN CONJUNCTION WITH THE CIVILSDETAILS.
12 ANY OVER BREAK BETWEEN THE LAST ACCESSCHAMBER AND THE WET WELL AND BETWEEN THEWET WELL AND THE VALVE CHAMBER TO BEFILLED WITH LEAN MIX CONCRETE.
13 WET WELL TO BE CLEAN AND DRY BEFOREINSTALLATION OF PUMPS COMMENCES.
14 DEWATERING TO BE PROVIDED IF NECESSARY ASWORKS PROCEED.
15 RISING MAIN TO BE (SPECIFICATION AND LENGTHTO BE CONFIRMED) LONG. MARKED WITH NONDEGRADABLE MARKER TAPE ABOVE RISING MAINCONTAINING A TRACE WIRE TERMINATING WITH 1MOF WIRE COILED INSIDE THE VALVE CHAMBER.COLOUR OF RISING MAIN TO BE BLACK/GREY
16 CUT OUT AND CUT IN LEVELS TO BE ESTABLISHEDON SITE BY PUMP SUPPLIER.
17 THE BRACKET FOR HOLDING THE DAVIT EQUIPMENTSHOULD BE KEPT IN THE KIOSK.
18 ALL REGULAR LEVEL SWITCHES USED WITHIN THEHAZARDOUS AREA MUST BE "EX RATED"
19 THRUST BLOCKS TO BE PROVIDED AT CHANGES INDIRECTION.
20 STATUTORY SERVICES TO PROVIDE ADEQUATESERVICES TO PUMP STATION AND KIOSK AND TOALLOW FOR ALL NECESSARY REQUIREMENTS.
21 KIOSK TO BE PROVIDED TO THE LATEST YW DESIGN AND CONSTRUCTION GUIDANCE M & E ADDENDUM.22 DUCTS WITHIN WET WELL SHOULD NOT BE SEALED
WITH FOAM, THEY SHOULD BE SEALED WITHIN THEKIOSK.
23 EXTERNAL LEVELS AROUND THE BOUNDARYCOMPOUND TO BE AGREED IN A PRE-START MEETINGWITH AN INSPECTOR, SO THAT THEY FLOW TOWARDSTHE GULLY.
YW NOTES
4300
18
00
1200
18
00
1200
PROJECTREF.
DRAWINGNo.
APR'l
CHK'd
DR'n
PROJECT
TITLE
CLIENT
SCALEAT A1
SCALEAT A3
DATE
DATE
DATE
REV DATE DR'n CHK'd APR'lDESCRIPTION
-
WATER SOLUTIONS Ltd.
UNIT 1, 106 HAWLEY LANEFARNBOROUGHHAMPSHIRE GU14 8JETEL No. (01252) 513366FAX No. (01252) 532695
Let's Solve Water
INFORMATION ONLY
GENERAL ARRANGEMENT DRAWING
YORKSHIRE WATER
PUMPING STATION
BOUNDRY TREATMENT OPTIONS
YORKSHIRE WATER
n.t.s.n.t.s.
A 6272 08 JTI 04/12/2017
BAR 04/12/2017
N.S. 04/12/2017
XYLEM NOTES
A DO NOT SCALE.
B ALL DIMENSIONS IN MILLIMETRES, ALL INVERTS INMETRES AOD, UNLESS OTHERWISE STATED.
C ALL CIVIL WORK BY OTHERS INCLUDING MAKINGGOOD AROUND PIPES AFTER INSTALLATION,BENCHING, FIXING ACCESS COVERS AND LAYINGCABLE DUCTS.
D REINFORCING BARS TO BE 75mm MIN. BELOWSURFACE. STRUCTURAL DETAIL ILLUSTRATIVEONLY, MAY BE WORKED TO FOR DIMENSIONS BUTXYLEM HAVE NO DETAIL INVOLVEMENT.
E BENCHING TO BE FORMED AS LAID DOWN INDESIGN AND CONSTRUCTION GUIDANCE AND TO LOCAL/ADOPTING AUTHORITY SPECIFICATIONS.
F BENCHING TO BE FORMED AFTER PUMPINSTALLATION.
G ALL DUCTS 100 I.D. MIN. COMPLETE WITH DRAWROPES AND AVOIDING ACUTE CHANGES OFDIRECTION. SERVICE DUCTS TO SUPPLIERSSPECIFICATIONS
H DIRECTION OF DUCTS SHOWNDIAGRAMMATICALLY - ALL DUCTS TO BE LAID ONMOST DIRECT LINE TO SUIT SERVICE BEINGCARRIED.
J SITE PLAN ILLUSTRATIVE IF NO SPECIFIC DETAILSPREVIOUSLY PROVIDED.
K LEVEL CONTROLS SHOWN NOTIONALLY, TO BEPOSITIONED AWAY FROM OBSTRUCTIONS,LEVELS READILY ADJUSTABLE AFTERINSTALLATION.
L CIVIL WORKS ARE INDICATIVE AND SHOULD NOTBE USED FOR CONSTRUCTION.
M GALVANIZED MILD STEEL VENT STACK WITH AMINIMUM DIAMETER OF 100mm FITTED WITH AMILD STEEL MESH AT THE TOP; WHERE LOCATEDIN A FENCED COMPOUND THE VENT STACKSHOULD TERMINATE AT THE SAME HEIGHT ASTHE BOUNDARY FENCING OR IN RESIDENTIALAREAS THE STACK CAN BE A MINIMUM OF 100mmOR UP TO THE HEIGHT OF THE FENCE WITH ASWAN NECK.
N COVERS TO BE CAPABLE OF BEING LIFTED WITHAN EFFORT NOT EXCEEDING 25Kg
P ALL FITTINGS TO BE STAINLESS STEEL
1 COVER TO RE-INFORCEMENT TO BE 40mm TO BOTHFACES.
2 SPACERS TO BE 1200mm CENTRE TO CENTRE.
3 CONCRETE TO BE 30 N/mm AT 28 DAYS.
4 GROUND BEARING PRESSURE TAKEN AS 50 KN/M.
5 NO DAY WORK JOINTS PERMITTED IN SLABS.
6 ALL SOFT SPOTS TO BE REMOVED AND REPLACEDBY SUITABLE MATERIAL.
7 PROVIDE 50MM BLINDING CONCRETE.
8 ALL WORKMANSHIP AND MATERIALS MUSTCONFORM TO CURRENT CODES OF PRACTICE ANDBUILDING REGULATIONS.
9 MINIMUM BAR LAP LENGTH 800mm.
10 WET WELL AND VALVE CHAMBER COVERS TO BE ASSUPPLIED BY PUMP SUPPLIER.
11 TO BE READ IN CONJUNCTION WITH THE CIVILSDETAILS.
12 ANY OVER BREAK BETWEEN THE LAST ACCESSCHAMBER AND THE WET WELL AND BETWEEN THEWET WELL AND THE VALVE CHAMBER TO BEFILLED WITH LEAN MIX CONCRETE.
13 WET WELL TO BE CLEAN AND DRY BEFOREINSTALLATION OF PUMPS COMMENCES.
14 DEWATERING TO BE PROVIDED IF NECESSARY ASWORKS PROCEED.
15 RISING MAIN TO BE (SPECIFICATION AND LENGTHTO BE CONFIRMED) LONG. MARKED WITH NONDEGRADABLE MARKER TAPE ABOVE RISING MAINCONTAINING A TRACE WIRE TERMINATING WITH 1MOF WIRE COILED INSIDE THE VALVE CHAMBER.COLOUR OF RISING MAIN TO BE BLACK/GREY
16 CUT OUT AND CUT IN LEVELS TO BE ESTABLISHEDON SITE BY PUMP SUPPLIER.
17 THE BRACKET FOR HOLDING THE DAVIT EQUIPMENTSHOULD BE KEPT IN THE KIOSK.
18 ALL REGULAR LEVEL SWITCHES USED WITHIN THEHAZARDOUS AREA MUST BE "EX RATED"
19 THRUST BLOCKS TO BE PROVIDED AT CHANGES INDIRECTION.
20 STATUTORY SERVICES TO PROVIDE ADEQUATESERVICES TO PUMP STATION AND KIOSK AND TOALLOW FOR ALL NECESSARY REQUIREMENTS.
21 KIOSK TO BE PROVIDED TO THE LATEST YW DESIGN AND CONSTRUCTION GUIDANCE M & E ADDENDUM.22 DUCTS WITHIN WET WELL SHOULD NOT BE SEALED
WITH FOAM, THEY SHOULD BE SEALED WITHIN THEKIOSK.
23 EXTERNAL LEVELS AROUND THE BOUNDARYCOMPOUND TO BE AGREED IN A PRE-START MEETINGWITH AN INSPECTOR, SO THAT THEY FLOW TOWARDSTHE GULLY.
YW NOTES
1200mm Bow Top Fencing - Elevation
1800mm Brick Wall - Elevation
1200mm Brick Wall - Elevation
1800mm Palisade Fencing - Elevation
Concrete base or similar
1800mm Brick Wall - Section
1800mm Brick Wall
- Section
Foundation sizes to be calculated to
suit weight of gates and ground
conditions
Concrete base or similar
Cast stone Cap
Cast stone Cap
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