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INVERT 108.200

COVER 109.000

POND 2

INVERT 105.300

COVER 106.500

2

2

5

m

m

2

2

5

m

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3

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8.6m

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3

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0.4m

3

LEGEND

STORM SEWER PIPE

LATERAL STORM SEWER PIPE

FOUL SEWER PIPE

LATERAL FOUL SEWER

STORM SEWER MANHOLE

STORM SEWER INSPECTION CHAMBER

FOUL SEWER MANHOLE

FOUL SEWER INSPECTION CHAMBER

STORM SEWER PIPE DIAMETER (mm)/GRADIENT

FOUL SEWER PIPE SIZE AND GRADIENT

STORM MANHOLE REF No.

FOUL MANHOLE REF No.

PROPOSED ROAD GULLY

FINISHED FLOOR LEVEL

PROPOSED SuDS BASIN

LINE OF EXISTING DITCH/WATERCOURSE

FLOOD ROUTE

FLOODING MANHOLE

FLOOD AFFECTED HIGHWAY

NOTES

1. DRAWING TO BE READ IN CONJUNCTION WITH ALL

OTHER PROJECT DRAWINGS

2. ALL DIMENSION AND ELEVATIONS ARE IN METRES

UNLESS STATED OTHERWISE

3. ALL PIPEWORK TO CONFORM TO SEWERS FOR

ADOPTION 6th EDITION STANDARDS AND SEVERN

TRENT WATER'S (STW) REQUIREMENTS.

4. ALL DRAINAGE LAYOUTS ARE PRELIMINARY AND

BASED ON INFORMATION RECEIVED TO DATE, ALL PIPE

LAYOUTS ARE SUBJECT TO DETAILED DESIGN CHECKS

AND COMMENTS FROM THE ADOPTING AUTHORITIES.

5. SURFACE WATER STORAGE LAYOUTS ARE SHOWN

INDICATIVELY AND ARE SUBJECT TO DETAILED DESIGN

AND COMMENTS FROM THE ADOPTION AUTHORITY.

LAYOUTS MAY HAVE TO BE REVISED TO MAXIMISE

ADOPTION OF PROPOSED SYSTEM FOLLOWING

CONFIRMATION OF ADOPTION METHOD (SuDS

AGREEMENT OR STW).

6. DISCHARGE LOCATION AND LEVEL FOR THE

PROPOSED STORM WATER SYSTEM IS TO BE

CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF

WORKS

7. FOUL DRAINAGE CONNECTION POINT TO BE

CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF

WORKS

112.500

MH S1

MH F1

150@1:150

225@1:60

200

100

5010

0mm

300

mm

Scales Project No. Sheet. No.

Project

Sheet

Revision

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RESIDENTIAL DEVELOPMENT ATLAND OFF HIGH STREET, LINTONDERBYSHIRE, DE12 6QL

OVERLAND FLOOD ROUTING

PRELIMINARY

J-D1810.00 17 R0

CS ML 26/02/16

AG 1:500 @ A1

Designed

1:500

0 5 10 2015 25 4530 35 40 50

m

@ A1

@ A31:1000

Approved Revision DateRevision Amendment

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