developer services · 2020. 7. 14. · pump station design the drawings included in this document...

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.

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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


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.


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.














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




















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.


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.

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SCALEAT A3

DATE

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DATE


-



Let's Solve Water

INFORMATION ONLY


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


AutoCAD SHX Text

I( ***I2) = *** secs I2) = *** secs

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


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

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/

/

//

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//

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
























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.

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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


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.














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.

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DATE

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Let's Solve Water

INFORMATION ONLY


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.














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.

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SCALEAT A3

DATE

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Let's Solve Water

INFORMATION ONLY


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.














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

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//

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Let's Solve Water

INFORMATION ONLY


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.





































YW NOTES

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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


-



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.














4300

500
























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


-



Let's Solve Water

INFORMATION ONLY


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.





































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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