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Page 1: CFM Large CFM Vehicle Site Boundary Entrance

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First issueP01 26.03.19 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

181128 P01

Warwickshire County Council

Hawkes Point

Proposed Drainage Layout Plan

1:250

WAR7-PEV-XX-ZZ-DR-C-0502

AutoCAD SHX Text
2800
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1600
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6030
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6360
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EXISTING CHANNEL DRAIN TO BE UPGRADED TO 150mm WIDE IF IT IS 100mm WIDE
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NEW OIL INTERCEPTORS. MARSH/MORECLEAN OR SIMILAR 3 STAGE VEHICLE WASHING INTERCEPTOR. SIZE TO BE DETERMINED ONCE THE WATER USAGE KNOWN.
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SILT TRAP - SIZE TO BE DETERMINED ONCE THE WATER USAGE KNOWN.
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(B)
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(A)
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(A)
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(B)
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Existing manhole cover to re-adjusted according to proposed concrete slab levels
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NEW FULL RETENTION OIL INTERCEPTORS CONNECTION AT EXISTING INVERT LEVELS
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SUMP UNIT WITH REMOVABLE SILT TRAP
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CHANNEL CONNECTION MADE USING EXISTING POINT OF CONNECTION
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MAKE NEW SADDLE CONNECTION TO EXISTING DRAINAGE RUN.
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MAKE NEW DRAINAGE PIPE SADDLE CONNECTION TO EXISTING SURFACE WATER DRAINAGE RUN
AutoCAD SHX Text
PPIC1 CL 62.888
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PPIC2 CL 62.835
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PPCP1 CL 63.219
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PPIC5 CL 62.584 Pipe in IL 61.344
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100 1:17
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100 1:100
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100 1:100
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OIL INTERC.
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SWMH1 - OIL INTERC. CL 63.184 Pipe in IL 61.630 Pipe in IL 61.780 Pipe out IL 61.630
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150
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EXMH-OSA CL 63.391 Pipe in IL 62.680
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EXMH2 CL 63.251 Pipe out IL 62.310
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EXMH1 CL 62.568
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EXMH
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EXMH3
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EXMH7
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EXMH6 CL 63.069 Pipe in IL 61.910 Pipe in IL 61.910 Pipe out IL 61.710
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G4
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G3
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EXMH4
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EXMH5
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PPIC4 CL 63.007
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PPIC3 CL 62.712
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(Existing Channel Drain)
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(Existing Channel Drain)
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KG2 CL 63.036
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KG3 CL 63.024
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KG1 CL 62.899
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PPAC1 CL 63.356
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100 1:21
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out IL 62.585
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100
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BackDrop B
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BackDrop A
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(Proposed Channel Drain)
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(Proposed Channel Drain)
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Oil Interc. CL 62.870
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100 1:80
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100 1:80
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100 1:80
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100
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100
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100 1:29
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100 1:28
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(Existing Channel Drain)
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(Existing Channel Drain)
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(Existing Channel Drain)
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(Existing Channel Drain)
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(Existing Channel Drain)
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RODDING EYE03 CL 63.098
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150 1:150 [Perforated Pipe]
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150 1:150 [Perforated Pipe]
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150 1:80
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SWPPIC1 CL 63.129
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SW-CATCHPIT1 CL 63.039
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150 1:150 [Perforated Pipe]
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150 1:79 [Perforated Pipe]
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RODDING EYE02 CL 62.786
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RODDING EYE01 CL 62.808
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SW-CATCHPIT2 CL 62.697
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PROPOSED SURFACE WATER DRAINAGE
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PROPOSED FOUL WATER DRAINAGE
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EXISTING CHANNEL DRAIN
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EXISTING FOUL WATER DRAINAGE
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PROPOSED CHANNEL DRAIN
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KEY
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EXISTING SURFACE WATER DRAINAGE
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KITCHEN GULLY AND CONNECTION
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EXTERNAL BACKDROP CONNECTION
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(A)
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BD
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KG1
AutoCAD SHX Text
1. Proposed surface water drainage to connect into the existing surface water Proposed surface water drainage to connect into the existing surface water network at the south of the site. 2. Peak surface water flow rates to be estimated using BS EN 12056-2: 2000. Peak surface water flow rates to be estimated using BS EN 12056-2: 2000. 3. All surface water storage (permeable paving / attenuation tank) sized to All surface water storage (permeable paving / attenuation tank) sized to withstand flooding during a 1:100 year storm event, plus 40% allowance for climate change. 4. MH & IC cover levels estimated only. MH & IC cover levels estimated only. 5. All drainage works to be constructed to 'Sewers for Adoption 6th Edition' and All drainage works to be constructed to 'Sewers for Adoption 6th Edition' and Building Regulations Part H. 6. Surface water design to be in accordance with Anglian Water's Sustainable Surface water design to be in accordance with Anglian Water's Sustainable Drainage System adoption manual, Essex CC's Sustainable Drainage Systems Design Guide: December 2014 and CIRIA 753: The SUDs Manual 2015. 7. All pipework shall have a Class S bed and surround unless depth to soffit is 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. 8. All pipework to be vitrified clay to BS EN 295 or plastic to BS EN 1404. All pipework to be vitrified clay to BS EN 295 or plastic to BS EN 1404. 9. Manhole cover and frames within private drives & paved areas to be load class Manhole cover and frames within private drives & paved areas to be load class B125. To be A15 within soft landscaped areas and D400 rated within all other vehicular loaded areas to BS EN 124: 1994. 10. Contractor to confirm levels and condition of drainage at points of connection. Contractor to confirm levels and condition of drainage at points of connection. 11. Rainwater pipe and soil vent pipe locations assumed. To be confirmed by Rainwater pipe and soil vent pipe locations assumed. To be confirmed by appropriate design consultant. 12. Drainage system vented through manhole covers. Drainage system vented through manhole covers. 13. For Drainage catchpit/manhole chamber type, refer to manhole Schedule For Drainage catchpit/manhole chamber type, refer to manhole Schedule drawing mo. WAR7-PEV-XX-ZZ-DR-C-0503.
AutoCAD SHX Text
N
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FOR PLANNING
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NOTES:

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