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Trailer Trailer Trailer Trailer Trailer 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 EXISTING 150mm∅ FW PIPE 1:61 (INTERPOLATED GRADIENT FROM EXISTING INVERT LEVELS) EXISTING FOUL WATER DRAINAGE RUN TO BE PROVIDED ADEQUATE COVER/PROTECTION FROM PROPOSED MODULAR BUILDING CONSTRUCTION & PROPOSED LOADS EXISTING 150mm∅ FW PIPE 1:61 (INTERPOLATED GRADIENT FROM EXISTING INVERT LEVELS) For Costing P01 01.03.19 JBT JGW Revision Date Drn Chk CDM - RESIDUAL HAZARDS 1 2 3 etc. Further possible control measures have been identified within the Design Risk Assessments which may help to mitigate these and other identified risks further during the construction / maintenance process. S2 - Suitable for Information Client Job No. Suitability Status Drawing Number @ A1 Scale Project Rev NO DIMENSIONS TO BE SCALED FROM THIS DRAWING This drawing is issued for the sole and exclusive use of the intended recipient and is subject to copyright in favour of Pick Everard. Pick Everard does not accept any responsibility or liability whatsoever for its use by a person other than the intended recipient. Size Drawing Title T 0345 045 0050 www.pickeverard.co.uk CDM - RESIDUAL HAZARDS The following are considered to be significant risks relevant to this drawing, which could not be fully mitigated or removed through design: Project Code - Originator - Zone - Level - Type - Role - Number 181305 P02 Warwickshire County Council Budbrooke Depot Proposed Foul Drainage Layout 1:100 WAR007-PEV-XX-ZZ-DR-C-0500 PROPOSED FOUL DRAINAGE MODULAR BUILDING SCALE 1:100 PROPOSED FOUL DRAINAGE GARAGES AND WORKSHOP SCALE 1:100 N N For Planning P02 22.03.19 JBT JGW

EXISTING 150mm∅ FW PIPE

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Page 1: EXISTING 150mm∅ FW PIPE

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EXISTING 150mm∅ FW PIPE1:61 (INTERPOLATED GRADIENT FROM

EXISTING INVERT LEVELS)

EXISTING FOUL WATER DRAINAGE RUN TO BE

PROVIDED ADEQUATE COVER/PROTECTION

FROM PROPOSED MODULAR BUILDING

CONSTRUCTION & PROPOSED LOADS

EXISTING 150mm∅ FW PIPE1:61 (INTERPOLATED GRADIENT FROM

EXISTING INVERT LEVELS)

For CostingP01 01.03.19 JBT JGWRevision Date Drn Chk

CDM - RESIDUAL HAZARDS

1

2

3 etc.

Further possible control measures have been identified within the Design RiskAssessments which may help to mitigate these and other identified risksfurther during the construction / maintenance process.

S2 - Suitable for Information

Client

Job No.

Suitability Status

Drawing Number

@ A1Scale

Project

Rev

NO DIMENSIONS TO BE SCALED FROM THIS DRAWING

This drawing is issued for the sole and exclusive use of the intended recipient and issubject to copyright in favour of Pick Everard. Pick Everard does not accept anyresponsibility or liability whatsoever for its use by a person other than the intendedrecipient.

Size

Drawing Title

T 0345 045 0050 www.pickeverard.co.uk

CDM - RESIDUAL HAZARDS The following are considered to be significant risksrelevant to this drawing, which could not be fully mitigated or removed throughdesign:

Project Code - Originator - Zone - Level - Type - Role - Number

181305 P02

Warwickshire County Council

Budbrooke Depot

Proposed Foul Drainage Layout

1:100

WAR007-PEV-XX-ZZ-DR-C-0500

PROPOSED FOUL DRAINAGE MODULAR BUILDINGSCALE 1:100

PROPOSED FOUL DRAINAGE GARAGES AND WORKSHOPSCALE 1:100

NN

For PlanningP02 22.03.19 JBT JGW

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ST15
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100%%C fws
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il 67.78
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1.25d
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utt/pe
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oh bt
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oh elec
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3000
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3000
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3000
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3000
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3000
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3600
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3000
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FWPPIC01 CL: 68.616 SIZE: 450 MM PIPE IN IL: 68.011 PIPE IN IL: 68.011 PIPE OUT IL: 68.011
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SVP02 CL: 68.755 SIZE: 110 MM PIPE OUT IL: 68.150
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SVP01 CL: 68.600 SIZE: 110 MM PIPE OUT IL: 68.150
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100mm 1:76
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FWPPIC02 CL: 69.293 SIZE: 450 MM CONSTRUCT NEW MANHOLE OVER EXISTING FOUL DRAINAGE RUN MAKE NEW CONNECTION AT INVERT LEVEL
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100mm 1:57
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KITCHEN GULLY01 CL: 69.367 SIZE: 300 MM PIPE IN IL: 68.112 PIPE OUT IL: 68.112
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100mm 1:40
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100mm 1:40
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ST06
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bd
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1.16d
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wl 67.27
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bl 66.71
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surcharged
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il 67.28
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il 67.58
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il 66.91
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sws
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il 67.58
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il 67.77
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il 67.30
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utr
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il 66.58
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7000
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10000
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FOUL DRAINAGE RUN BELOW MODULAR FLOOR CONSTRUCTION BUT STILL ABOVE EXTERNAL GROUND LEVELS
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EXFMH01 CL=68.460
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EXFMH02 CL=69.082
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FWMH01 BACKDROP CHAMBER PROPOSED CHAMBER TO BE BUILT OVER EXISTING DRAINAGE RUN CL: 68.925 SIZE: 1,200 MM PIPE IN IL: 68.001 PIPE OUT IL: 66.505 PIPE OUT IL: 66.505
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FWPPIC01 CL: 68.824 SIZE: 450 MM PIPE IN IL: 68.103 PIPE IN IL: 68.103 PIPE IN IL: 68.103 PIPE OUT IL: 68.103
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KITCHEN GULLY INSPECTION CHAMBER CL: 68.779 SIZE: 300 MM PIPE IN IL: 68.162 PIPE OUT IL: 68.162
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100mm 1:40
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100mm 1:40
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100mm 1:40
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100mm 1:40
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KITCHEN GULLY
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SVP01 CL: TBC SIZE: 110 MM PIPE OUT IL: 68.315
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SVP02 CL: TBC SIZE: 110 MM PIPE IN IL: 68.156 PIPE OUT IL: 68.156
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100mm 1:40
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100mm 1:40
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MH 47 CL: 68.898 SIZE: 450 MM PIPE IN IL: 68.053 PIPE OUT IL: 68.053
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KEY PROPOSED SURFACE WATER MANHOLE PROPOSED SURFACE WATER DRAINAGE RUN PROPOSED FOUL WATER MANHOLE PROPOSED FOUL WATER INSPECTION CHAMBER PROPOSED FOUL SVP PROPOSED FOUL DRAINAGE RUN EXISTING MANHOLE EXISTING DRAINAGE RUN
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1. Peak foul flow rates to be estimated using BS EN 12056-2: Peak foul flow rates to be estimated using BS EN 12056-2: 2000. 2. MH & IC cover levels estimated only. MH & IC cover levels estimated only. 3. All drainage works to be constructed to 'Sewers for All drainage works to be constructed to 'Sewers for Adoption 7th Edition' and/ or The Building Regulations 2010 part H. 4. All pipework shall have a Class S bed and surround unless All pipework shall have a Class S bed and surround unless depth to soffit is less than 900mm in which case Class Z bedding shall be used. 5. All pipework to be vitrified clay to BS EN 295 or plastic to All pipework to be vitrified clay to BS EN 295 or plastic to BS EN 1404. 6. Manhole cover and frames in private drives & paved areas Manhole cover and frames in private drives & paved areas to be load class B125. To be A15 within soft landscaped areas and to be D400 rated in all other vehicular loaded areas to BS EN 124: 1994. 7. Contractor to confirm levels and condition of drainage at Contractor to confirm levels and condition of drainage at points of connection. 8. Rainwater pipe and soil vent pipe locations assumed. To be Rainwater pipe and soil vent pipe locations assumed. To be confirmed by appropriate design consultant. 9. Drainage system vented through manhole cover. Drainage system vented through manhole cover. 10. Drainage catchpit/manhole chamber type as follows:Drainage catchpit/manhole chamber type as follows:
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NOTES
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No
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NAME
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DIA. (mm)
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DESCRIPTION
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TYPE
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1
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PPIC
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450
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INSPECTION CHAMBER
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TYPE 3
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2
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PPCP
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600
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CATCH PIT 300mm SUMP
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TYPE 3
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3
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PPDC
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450
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DEMARCATION CHAMBER
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TYPE 3 (B.18 / B.19)
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4
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PCCMH
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1200
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MANHOLE
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TYPE 2
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5
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PCCIC
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600
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INSPECTION CHAMBER IN ADOPTABLE HIGHWAY
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TYPE 3 (B.18)