G H J

2

3

4

5

6

7

2

3

6

7

JG H

5

4

1

141220/M/1701

2

141220/M/1701

3

141220/M/1701

4

141220/M/1701

ASHP 06

ASHP 05

ASHP 04

ASHP 03

ASHP 02

ASHP 01

100 mmøHTG F&R

P2

P1 EV 01

EV 02

WH 01

BS 01

54 mmø

35 mmø

35 mmø

28 mmø

22 mmø

54 mmø 35 mmø54 mmø

50 mmø50 mmø

35 mmø

80 mmø 80 mmø

50 mmø

HTG F&R

Air/Dirt separator (Domestic hot water)

P04

6L Chemical dosing pot

60L Expansion vessel

Distribution board

Main LV panel

Mechanical control panel

Pressurisation unit (Domestic hot water)

Pressurisation unit(Heating)

300L Expansion vessel(Heating)

Cold water packagedbreak tank

Booster set c/wcontrol panel

Air/Dirt separator 12L Chemical dosing pot

P01 P02 P03

150ø Low loss header HTG & DWS pipeworkdrop to serve plantroom

HTG & DWS pipeworkruns at HL

HTG & DWS pipeworkrise from below

PV

P05

300.000

500.0

00

500.0

00

500.0

00

500.0

00

500.0

00

900.0

00

300.000

ASHP526kg (Heating)

ASHP526kg (Heating)

ASHP526kg (Heating)

ASHP526kg (Heating)

ASHP526kg (Heating)

ASHP526kg (Domestic hot water)

Hot water cylinder967kg

A/C External unit 43kg(Sensor Room)

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL RELEVANT ARCHITECTURAL & STRUCTURALDRAWINGS.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL RELEVANT BUILDING SERVICES DRAWINGS & THERELEVANT SECTIONS OF THE SPECIFICATIONS &SCHEDULES.

THIS DRAWING IS NOT TO BE SCALED.

ALL DIMENSIONS ARE IN mm UNLESS OTHERWISESTATED.

1.

2.

3.

4.

NOTES

Website:

Rev:

DATEREV DESCRIPTION BY

Client:

Title:

Project:

Scale at A0: Date: Designed: Drawn: Design:

Drawing No:

Visit - www.buildingservicesdesign.co.uk

C

Do Not Scale. Work to Figured Dimensions Only

Copyright BUILDING SERVICES DESIGN

CAD:

REGISTEREDISO

A

FIRM9001

S:2000

1 Brisbane House, Corbygate Business ParkPriors Haw Road, Corby Northamptonshire. NN17 5JGTel:(01536) 403304, Fax:(01536) 403838E-mail: corby@buildingservicesdesign.co.ukOffices in: London, Cambridge, Birmingham, Manchester and Leicester

Building Services DesignConsulting Engineers

REGISTEREDISO

A

FIRM9001

S:2000

www.buildingservicesdesign.co.uk

1 : 20

PRINCE WILLIAM SCHOOL

SCIENCE BLOCK

MECHANICAL SERVICES

PROPOSED ROOF PLANTROOMLAYOUT

SEPT 15 TV KG

141220/M/1700 P1

PRELIMINARY

11.09.15 KGPRELIMINARY ISSUEP1

Plantroom Schedule of EquipmentPlantroom Schedule of EquipmentPlantroom Schedule of EquipmentPlantroom Schedule of Equipment

ReferenceReferenceReferenceReference LocationLocationLocationLocation EquipmentEquipmentEquipmentEquipment Output/DutyOutput/DutyOutput/DutyOutput/Duty ManufacturerManufacturerManufacturerManufacturer ModelModelModelModel

ASHP 01ASHP 01ASHP 01ASHP 01 PlantroomPlantroomPlantroomPlantroom Air Source Heat PumpAir Source Heat PumpAir Source Heat PumpAir Source Heat Pump 45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C MitsubishiMitsubishiMitsubishiMitsubishi CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**

ASHP 02ASHP 02ASHP 02ASHP 02 PlantroomPlantroomPlantroomPlantroom Air Source Heat PumpAir Source Heat PumpAir Source Heat PumpAir Source Heat Pump 45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C MitsubishiMitsubishiMitsubishiMitsubishi CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**

ASHP 03ASHP 03ASHP 03ASHP 03 PlantroomPlantroomPlantroomPlantroom Air Source Heat PumpAir Source Heat PumpAir Source Heat PumpAir Source Heat Pump 45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C MitsubishiMitsubishiMitsubishiMitsubishi CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**

ASHP 04ASHP 04ASHP 04ASHP 04 PlantroomPlantroomPlantroomPlantroom Air Source Heat PumpAir Source Heat PumpAir Source Heat PumpAir Source Heat Pump 45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C MitsubishiMitsubishiMitsubishiMitsubishi CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**

ASHP 05ASHP 05ASHP 05ASHP 05 PlantroomPlantroomPlantroomPlantroom Air Source Heat PumpAir Source Heat PumpAir Source Heat PumpAir Source Heat Pump 45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C MitsubishiMitsubishiMitsubishiMitsubishi CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**

ASHP 06ASHP 06ASHP 06ASHP 06 PlantroomPlantroomPlantroomPlantroom Air Source Heat PumpAir Source Heat PumpAir Source Heat PumpAir Source Heat Pump 45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C45KW @ 50°C/45°C MitsubishiMitsubishiMitsubishiMitsubishi CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**CAHV-P500YA-HPB**

BS 01BS 01BS 01BS 01 PlantroomPlantroomPlantroomPlantroom Booster Pump Set C/W Break TankBooster Pump Set C/W Break TankBooster Pump Set C/W Break TankBooster Pump Set C/W Break Tank 2.55 L/sec2.55 L/sec2.55 L/sec2.55 L/sec Aquatech PressmainAquatech PressmainAquatech PressmainAquatech Pressmain AMV2-6-5** With APT2275 One Piece Break TankAMV2-6-5** With APT2275 One Piece Break TankAMV2-6-5** With APT2275 One Piece Break TankAMV2-6-5** With APT2275 One Piece Break Tank

EV 01EV 01EV 01EV 01 PlantroomPlantroomPlantroomPlantroom Expansion VesselExpansion VesselExpansion VesselExpansion Vessel 300 Litres300 Litres300 Litres300 Litres Aquatech PressmainAquatech PressmainAquatech PressmainAquatech Pressmain 300VR**300VR**300VR**300VR**

EV 02EV 02EV 02EV 02 PlantroomPlantroomPlantroomPlantroom Expansion VesselExpansion VesselExpansion VesselExpansion Vessel 60 Litres60 Litres60 Litres60 Litres Aquatech PressmainAquatech PressmainAquatech PressmainAquatech Pressmain 60VR**60VR**60VR**60VR**

P1P1P1P1 PlantroomPlantroomPlantroomPlantroom Pressurisation unitPressurisation unitPressurisation unitPressurisation unit -------- Aquatech PressmainAquatech PressmainAquatech PressmainAquatech Pressmain Micropack 'ETM' Unit**Micropack 'ETM' Unit**Micropack 'ETM' Unit**Micropack 'ETM' Unit**

P2P2P2P2 PlantroomPlantroomPlantroomPlantroom Pressurisation unitPressurisation unitPressurisation unitPressurisation unit -------- Aquatech PressmainAquatech PressmainAquatech PressmainAquatech Pressmain Micropack 'ETM' Unit**Micropack 'ETM' Unit**Micropack 'ETM' Unit**Micropack 'ETM' Unit**

P 01P 01P 01P 01 PlantroomPlantroomPlantroomPlantroom Primary Heating Circuit PumpPrimary Heating Circuit PumpPrimary Heating Circuit PumpPrimary Heating Circuit Pump 10.72 L/sec @ 32 Kpa10.72 L/sec @ 32 Kpa10.72 L/sec @ 32 Kpa10.72 L/sec @ 32 Kpa GrundfosGrundfosGrundfosGrundfos Magna 3 D 100-60F**Magna 3 D 100-60F**Magna 3 D 100-60F**Magna 3 D 100-60F**

P 02P 02P 02P 02 PlantroomPlantroomPlantroomPlantroom VT HTG Secondary Circulation PumpVT HTG Secondary Circulation PumpVT HTG Secondary Circulation PumpVT HTG Secondary Circulation Pump 2.156 L/sec @ 28.8 Kpa2.156 L/sec @ 28.8 Kpa2.156 L/sec @ 28.8 Kpa2.156 L/sec @ 28.8 Kpa GrundfosGrundfosGrundfosGrundfos Magna 3 D 40-60F**Magna 3 D 40-60F**Magna 3 D 40-60F**Magna 3 D 40-60F**

P 03P 03P 03P 03 PlantroomPlantroomPlantroomPlantroom CT HTG Circuit Pump For AHU Heater BatteriesCT HTG Circuit Pump For AHU Heater BatteriesCT HTG Circuit Pump For AHU Heater BatteriesCT HTG Circuit Pump For AHU Heater Batteries 6.66 L/sec @ 36 Kpa6.66 L/sec @ 36 Kpa6.66 L/sec @ 36 Kpa6.66 L/sec @ 36 Kpa GrundfosGrundfosGrundfosGrundfos Magna 3 D 65-120F*Magna 3 D 65-120F*Magna 3 D 65-120F*Magna 3 D 65-120F*

P 04P 04P 04P 04 PlantroomPlantroomPlantroomPlantroom Primary Heating Circuit PumpPrimary Heating Circuit PumpPrimary Heating Circuit PumpPrimary Heating Circuit Pump 2.12 L/sec @ 32 Kpa2.12 L/sec @ 32 Kpa2.12 L/sec @ 32 Kpa2.12 L/sec @ 32 Kpa GrundfosGrundfosGrundfosGrundfos Magna 3 D 32-100**Magna 3 D 32-100**Magna 3 D 32-100**Magna 3 D 32-100**

P 05P 05P 05P 05 PlantroomPlantroomPlantroomPlantroom HWS Return Secondary PumpHWS Return Secondary PumpHWS Return Secondary PumpHWS Return Secondary Pump 0.25 L/sec @ 25 Kpa0.25 L/sec @ 25 Kpa0.25 L/sec @ 25 Kpa0.25 L/sec @ 25 Kpa GrundfosGrundfosGrundfosGrundfos UPS 15-50B-130**UPS 15-50B-130**UPS 15-50B-130**UPS 15-50B-130**

WH 01WH 01WH 01WH 01 PlantroomPlantroomPlantroomPlantroom Hot Water CalorfierHot Water CalorfierHot Water CalorfierHot Water Calorfier 750 Litre750 Litre750 Litre750 Litre HamworthyHamworthyHamworthyHamworthy ST750**ST750**ST750**ST750**

5

6

7

8

9

10

\

\

\

\

\

FS

FS

FS

FS

FS

RWP

FS

FS

FS

FS

FS

FS

FS

FS

RWP

RWP

RWP

RWP

RWP

RWP

FS

FS

RWP

RWP

FW PPIC

CL 31.20

IL 29.29

FS

FS

FS

FFL 29.675

FFL 29.675

FFL 29.675

FW PPIC

CL 29.10

IL 28.42

FW PPIC

CL 29.50

IL 28.20

FW PPIC

CL 29.50

IL 27.98

FW PPIC

CL 29.50

IL 27.60

FW PPIC

CL 29.50

IL 27.40

RWP

FW PPIC

CL 29.50

IL 27.17

FW PPIC

CL 29.25

IL 27.10

SW PPIC

CL 28.80

IL 27.60

FW PPIC

CL

IL 26.78

FW PPIC

CL 29.20

IL 28.50

R

is

in

g

m

a

in

FW Pumping station

(2.41m rise, 26.77m length)

CL 29.83

IL 26.46

SW PPIC

CL 28.75

IL 28.15

SW PPIC

CL 29.20

IL 28.30

SW PPIC

CL 29.66

IL 28.47

SW PPIC

CL 29.50

IL 28.44

SW PPIC

CL 29.50

IL 28.20

SW PPIC

CL 29.50

IL 28.14

1

5

0

Ø

l

a

i

d

@

1

:

8

0

1

5

0

Ø

l

a

i

d

@

1

:

3

0

1

5

0

Ø

l

a

i

d

@

1

:

3

5

150Ø laid @ 1:35

100Ø laid @ 1:80

1

0

0

Ø

1

0

0

Ø

1

0

0

Ø

l

a

i

d

@

1

:

8

0

1

0

0

Ø

l

a

i

d

@

1

:

8

0

1

0

0

Ø

l

a

i

d

@

1

:

8

0

1

0

0

Ø

l

a

i

d

@

1

:

8

0

1

0

0

Ø

l

a

i

d

@

1

:

8

0

SW PPIC

CL 28.90

IL TBC

1

5

0

Ø

p

e

r

f

o

r

a

t

e

d

p

i

p

e

l

a

i

d

t

o

f

a

l

l

FW PPIC

CL 30.85

IL 29.20

1

5

0

Ø

@

1

:

1

1

5

1

5

0

Ø

l

a

i

d

@

1

:

8

0

FW PPIC

CL 29.50

IL 100Ø 27.31

IL 150Ø 27.26

1

5

0

Ø

l

a

i

d

@

1

:

8

0

1

5

0

Ø

l

a

i

d

@

1

:

8

0

S

W

C

e

l

l

u

l

a

r

S

t

o

r

a

g

e

8

m

x

8

m

x

0

.

8

m

d

e

e

p

S

L

2

7

.

8

0

I

L

2

7

.

0

0

RWP

SW PPIC

(Double sealed

recessed cover)

CL 30.540

IL 29.95

FFL 30.540

1

5

0

Ø

1

5

0

Ø

SW PPIC

CL 30.75

IL 29.95

Title

Project

Client

Status

Scale at A1

Drawn by Checked by

Date

Project ref Drawing no.

Revision

NCC

Proposed Extensions

Prince William School

Herne Road, Oundle

Science, Drama & Music

Block Drainage Plan

1:200 DGB MRL September 2015

For TenderS7426FA E100 T1

Rev DateBy

GENERAL

Do not scale from this drawing

This drawing is to be used in conjunction with all relevant drawings, specifications and details.

All dimensions are in millimetres and levels in metres unless noted otherwise.

Overall setting-out information to be taken from Architect's drawings.

NOTES

ALL FOUL STACK AND RAINWATER PIPE LOCATIONS ARE TO BE CONFIRMED BY OTHERS PRIOR TO COMMENCEMENT OF ANY WORKS.

ALL FOUL DRAINAGE TO SCIENCE BLOCK IS TO BE CLAY PIPEWORK.

CONTRACTOR SHOULD ALLOW FOR INSPECTION OF ALL EXISTING UNDERGROUND SERVICES ON SITE PRIOR TO COMMENCEMENT OFANY WORKS.

EXISTING DRAINAGE AND SERVICES TAKEN FROM UTILITY SURVEY BY AMETHYST SURVEYS LIMITED.

This drawing is to be printed in colour.

DRAINAGE

Allow for jetting of all existing sewers being retained.

All foul water connecting the stacks to the main drainage shall be 100mm Ø laid with a maximum gradient of 1 in 10 and minimum gradient

of 1 in 80 for connections with at least 1 WC. For connections with no WC then a minimum gradient of 1 in 40 must be used.

All storm water connections shall be 100mm Ø laid no flatter than 1 in 100 unless stated otherwise.

Drain and sewer systems shall be constructed in accordance with the design and with particular consideration of the following:

a. Health, safety and welfare of construction personnel and other people.b. methods of dealing with existing flows in part completed systems or when carry out works in existing drains and sewers.c. protection of the environment.

The construction and testing of drains and sewers shall be carried out in accordance with BS EN 1610.

All new manhole and PPIC covers in vehicular trafficked areas are to be grade D400.

KEY

Existing Foul Drainage to Remain

Existing Storm Drainage to Remain

Existing Combined Drainage to Remain

Existing Foul Drainage to be Removed

Existing Storm Drainage to be Removed

Proposed Foulwater Drainage

Proposed Foulwater Stack

Proposed Foulwater PPIC

Proposed Foulwater PCC Manhole

Proposed Foulwater Rising Main

Proposed Stormwater Drainage

Proposed Stormwater Rainwater Pipe

Proposed Stormwater PPIC

Proposed Stormwater Linear Drainage Channel

Proposed Stormwater Cellular Storage

Proposed LevelsFFL 30.540

FS

RWP

2

3

4

14

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

\

RWP

RWP

RWP

RWP

RWP

FS

FS

FS

New PCMH

CL 31.10

IL 300Ø 28.38

IL 150Ø 28.53

L

i

n

e

a

r

d

r

a

i

n

a

g

e

c

h

a

n

n

e

l

New PPIC

CL 31.05

IL 100Ø 28.70

IL 150Ø 28.65

SW PPIC

CL 30.65

IL 29.00

R

is

in

g

m

a

in

FW Pumping station

(2.41m rise, 26.77m length)

CL 29.83

IL 26.46

FW PPIC

CL 30.70

IL 28.65

FFL 30.730

1

5

0

Ø

l

a

i

d

@

1

:

1

0

0

Rev DateBy

GENERAL

Do not scale from this drawing

This drawing is to be used in conjunction with all relevant drawings, specifications and details.

All dimensions are in millimetres and levels in metres unless noted otherwise.

Overall setting-out information to be taken from Architect's drawings.

NOTES

ALL FOUL STACK AND RAINWATER PIPE LOCATIONS ARE TO BE CONFIRMED BY OTHERS PRIOR TO COMMENCEMENT OF ANY WORKS.

ALL FOUL DRAINAGE TO SCIENCE BLOCK IS TO BE CLAY PIPEWORK.

CONTRACTOR SHOULD ALLOW FOR INSPECTION OF ALL EXISTING UNDERGROUND SERVICES ON SITE PRIOR TO COMMENCEMENT OFANY WORKS.

EXISTING DRAINAGE AND SERVICES TAKEN FROM UTILITY SURVEY BY AMETHYST SURVEYS LIMITED.

This drawing is to be printed in colour.

DRAINAGE

Allow for jetting of all existing sewers being retained.

All foul water connecting the stacks to the main drainage shall be 100mm Ø laid with a maximum gradient of 1 in 10 and minimum gradient

of 1 in 80 for connections with at least 1 WC. For connections with no WC then a minimum gradient of 1 in 40 must be used.

All storm water connections shall be 100mm Ø laid no flatter than 1 in 100 unless stated otherwise.

Drain and sewer systems shall be constructed in accordance with the design and with particular consideration of the following:

a. Health, safety and welfare of construction personnel and other people.b. methods of dealing with existing flows in part completed systems or when carry out works in existing drains and sewers.c. protection of the environment.

The construction and testing of drains and sewers shall be carried out in accordance with BS EN 1610.

All new manhole and PPIC covers in vehicular trafficked areas are to be grade D400.

KEY

Existing Foul Drainage to Remain

Existing Storm Drainage to Remain

Existing Combined Drainage to Remain

Existing Foul Drainage to be Removed

Existing Storm Drainage to be Removed

Proposed Foulwater Drainage

Proposed Foulwater Stack

Proposed Foulwater PPIC

Proposed Foulwater PCC Manhole

Proposed Foulwater Rising Main

Proposed Stormwater Drainage

Proposed Stormwater Rainwater Pipe

Proposed Stormwater PPIC

Proposed Stormwater Linear Drainage Channel

Proposed Stormwater Cellular Storage

Proposed LevelsFFL 30.540

FS

RWP

Title

Project

Client

Status

Scale at A1

Drawn by Checked by

Date

Project ref Drawing no.

Revision

NCC

Proposed Extensions

Prince William School

Herne Road, Oundle

Sports Hall Block

Drainage Plan

1:200 DGB MRL September 2015

For TenderS7426FA E101 T1

0

0

1

1

0.2

1.0 0.75 0.5

0.3

0.2

1.0

0.75

0.5

0.3

0.2

1.0

0.750.50.3

0.2

1.0

0.75

0.5

0.3

0.2

1.0

0.75

0.5

0.3

0.2

1.0

0.75

0.5

0.3

0.2

0.3

1.0 - 0.5

0.2

0.2

0.3

0.3

0.2

0.3

1.0 - 0.5

Email: corby@buildingservicesdesign.co.uk

Tel:(01536) 403304, Fax:(01536) 403838

Website: www.buildingservicesdesign.co.uk

PRINCE WILLIAM SCHOOL

ELECTRICAL SERVICES

EXTERNAL LIGHTING ARRANGEMENT

FOR NEW BUILD ELEMENTS ONLY

141220/E/2255 I1 I1

BUS TURN

Y0

B0

E0

R0

T0

A1

29

22

6

New Build Works

Internal Alterations / Refurbishment

Cadets

S0Z0

J0Q0

W0

K0

Prince William School - E0147A

M0

G0

Nursery

U0

Mobile M540(to be removed)

Mobile M925(to be removed)

Mobile M549(to be removed)

Remove trees tocreate New Parking& improve coachturning area

B11

Modify Kerbline

Re-markBus Bays

Remove 11 No. car spaces & create 2 No. coach bays

B1

B2

B3

B4

B5

B6

B7

B8

B12

B16

B15

B10

B14

B17

B13

B18

B9

Modify Kerb toease turning

Create NewStaff Parking

Re-locateGreenhouse

P1

P9

P10

P13

P14

P17

P18

P23

P24

P38

P39P40

Changes to Parking11 No. Existing Spaces changed to 2 No. Bus Spaces40 No. New Staff Parking Spaces indicated(29 No. Spaces gained overall)

Site for Temporary Modular Buildings

A0Main Hall

English & ModernForeign Languages

Music & Drama

Design Tecnology

Dining

Library

F0Sports Hall& Changing

Sports Hall

X0ALC

New Gate &Security Fencing

New Gate &Security Fencing

New Gates & Security Fencing

Extend Roadwayfor EmegencyAccess Vehicle

ModularBuildings

Fitness, Sports& Changing

DanceStudio

Science

Maths

Humanities

New Gates &Security Fencing

Music

All Weather Pitch

New Gate &Security Fencing

New ScienceBlock

C0Drama

P.E. &Drama

AdminD0

AEN

Drama

GenPurpose

NewReceptionand Admin

support

1

2

3

4

5

6

7

9

10

11

12

13

14

Issue Purpose:

Rev Date/Checked

pHppHp a r c h i t e c t s

Drawn by: Checked by:

Scale @ A1: Date:

CAD ref: Dwg no.: Rev:

Expansion & Re-organisation of Prince William SchoolNorthampton County CouncilHerne Road, Oundle, Northants

Site Strategy Plan - Ground Floor

PRELIMINARYmtp ocb

1:500 November 2014

PWS01 4157/01 P4

P1: Preliminary Issue for Comment 20-11-14 mtpP2: Fencing revised in accordance with school comments 27-11-14 mtpP3: Updated buildings to reflect current scheme, footpath altered to entrance 05-01-15 jbP4: New Science Block footprint updated 14-01-15 mtp

N

SCALE 1:50020m0 10m