n: 172622 e: 524888 no no entry
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N: 172634
E: 524884
N: 172622
E: 524888
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N: 172460
E: 524691
N: 172455
E: 524693
N: 172460
E: 524767
N: 172463
E: 524768
N: 172453
E: 524806
N: 172450
E: 524807
N: 172446
E: 524811
N: 172442
E: 524816
N: 172439
E: 524820
N: 172435
E: 524824
N: 172431
E: 524828
N: 172426
E: 524832
N: 172347
E: 524878
Location Code: OS Reference:
Role: Volume:
Location/Town:
Site Name:
Project Name:
Drawing Title:
Drawing Number:
Scale: Sheet Size:
Revision:
Status:
Embankment ModificationsSite Layout
WMBLDN-WAB-XX-XX-DR-C-010101
Wimbledon Park Reservoir MIOS Works
Wimbledon Park
Wimbledon, SW19 8AU
CIVIL All Volumes
WMBLDN TQ246722
1:1000 A3
P03
S3THIS DOCUMENT WAS PREPARED BY WARD AND BURKE UNDER ASSIGNMENT FROM MERTON BOROUGH COUNCIL AND THE CONTENT SHOULD NOT BE RELIED ON OR USED FOR PURPOSES OTHER THAN THOSE ASSIGNED,
WITHOUT FURTHER VERIFICATION BY MERTON BOROUGH COUNCIL. WARD AND BURKE DOES NOT ACCEPT RESPONSIBILITY OR LIABILITY FOR USE OF THIS DOCUMENT OTHER THAN THAT FOR WHICH IT WAS ORIGINALLY INTENDED.
Merton Civic CentreLondon RdMorden SM4 5DX
MERTON BOROUGH
COUNCIL
NOTES:1. ALL DIMENSIONS SHOWN IN MILLIMETRES (mm) UNLESS
OTHERWISE STATED.2. ALL ELEVATIONS STATED ARE IN METRES ABOVE ORDNANCE
DATUM (mAOD) BASED ON ORDNANCE DATUM NEWLYN (ODN)3. TOPOGRAPHIC INFORMATION HAS BEEN SUPPLIED BY MERTON
BOROUGH COUNCIL PRIOR TO PROJECT COMMENCEMENT4. SITE ACCESS IS AVAILABLE VIA MERTON COUNCIL ACCESS ON
WIMBLEDON PARK ROAD AS SHOWN5. WORKS LOCATIONS IDENTIFIED WILL BE SCHEDULED TO HAVE
WORK PHASES RUN CONSECUTIVELY6. ACCESS TO AREAS OF THE WORKS WILL REQUIRE THE
REMOVAL OF EXISTING FENCE IN PARTICULAR LOCATIONSWHICH WILL BE COMMUNICATED WITH ANY RELEVANTSTAKEHOLDERS PRIOR
7. ACCESS TO THE WORKS VIA MORTON BOROUGH COUNCILCONTROLLED GATES WILL BE AGREED PRIOR TO WORKSCOMMENCEMENT
8. EXISTING TARMAC SURFACE TO BE RELAID AS PART OF THEWORKS IDENTIFIED.EXTENTS ARE SHOWN ON THE DRAWING
9. PEDESTRIAN PATH TO BE RETAINED AT MINIMUM 3m WIDTHWITH TARMAC COVER. REMAINING SECTION OF THEEMBANKMENT TO SLOPE AT 1V:3H UNTIL EXISTING SURFACEIS REACHED
10. ALL EXISTING STREET FURNITURE IS TO BE REMOVED ANDSAFELY STORED UNTIL THE WORKS ARE COMPLETE WHERE ITWILL BE REINSTATED TO IT ORIGINAL POSITIONS. IN THEINSTANCE WHERE THIS IS NOT POSSIBLE, THIS WILL BEDISCUSSED WITH MERTON BOROUGH COUNCIL AND A NEWLOCATION WILL BE AGREED
11. WORKS TO INCLUDE LANDSCAPING AND VEGETATIONPLANTING WHICH WILL BE CONFIRMED AS PART OF THELANDSCAPING PACKAGE OF WORKSREFERS TO: WMBLDN-WAB-XX-XX-DR-A-20301
S3 : SUITABLE FOR REVIEW & COMMENTS
DRAWING REFERENCES
Reference where applicable
1) WMBLDN-WAB-XX-XX-DR-C-010005
2) WMBLDN-WAB-XX-XX-DR-C-010003
3) WMBLDN-WAB-XX-XX-DR-C-010104
4) WMBLDN-WAB-XX-XX-DR-HA-010111
5) WMBLDN-WAB-XX-XX-DR-C-010201
6) WMBLDN-WAB-XX-XX-DR-C-010301
7) WMBLDN-WAB-XX-XX-DR-A-20301
N
WIMBLEDON PARK LAKE
EMBANKMENT CREST AT THIS
LEVEL TO FALL AT 1V:12H
TO LEVEL 17.700mAOD
EMBANKMENT CREST AT THIS
LEVEL TO RISE AT 1V:12H
TO LEVEL 17.750mAOD
PROPOSED SITE
COMPOUND
ACCESS TO SITE VIA MERTON
BOROUGH COUNCIL
CONTROLLED ACCESS VIA
WIMBLEDON PARK ROAD
TREES IN THIS AREA
TO RETAINED
125mm HIGH KERB TO BE INSTALLED ALONG THE
BACK OF THE CREST OF THE EMBANKMENT
WALKWAY TO FALL 75mm (NO GREATER THAN
1:40) TOWARDS TO RESERVOIR
TOP OF THE KERB AT 17.950mAOD
SEE NOTE 8
EXISTING BERTH
SHEET PILES TO BE REPAIRED AS
REQUIRED AND CAPPING REPLACED
WITH A LEVEL OF 17.750mAOD
CHANNEL DESIGNED TO ALLOW LOW
FLOW TO BE DIVERTED INTO EXISTING
STILLING POND AND DISCHARGE
AREA TO SLOPE DOWN LOCALLY
(VARIOUS FALL)
EMBANKMENT CREST
AT LEVEL 17.950mAOD
PROPOSED AUXILIARY
SPILLWAY L=75m
AT LEVEL 17.700mAOD
EXISTING PILES TO BE
REPAIRED AS REQUIRED
EXISTING BRICK RETAINING WALL
TO BE REPAIRED AS REQUIRED
AREA GRADED LOCALLY TO
ACHIEVE HEIGHT OF 17.950mAOD
PAVING ALONG WATERS EDGE
TO BE HOGGIN TYPE SURFACING
3 NO. BENCHES TO BE
RELOCATED FURTHER TO
SOUTH OF EMBANKMENT
PRIMARY SPILLWAY TO BE CONSTRUCTED ADJACENT TO THE
EXISTING WIDENED SPILLWAY WITH A CREST LEVEL OF 17.455mAOD
FOOTPATH TO BE RAISED LOCALLY
TO 17.950mAOD AND FALL BACK TO
EXISTING LEVELS AT 1V:12H FALL
PROPOSED KERB AT LEVEL 17.950mAOD
TO ACT AS TRAINING WALL
AREA GRADED LOCALLY TO
ACHIEVE HEIGHT OF 17.950mAOD
AREA GRADED LOCALLY TO
ACHIEVE HEIGHT OF 17.950mAOD
Access line
Buildings
Wall
Kerb line
Line marking
Centre line
Overhead Cable
Concrete edge
Tarmac edge
Grass verge
Canopy/Overhang
Verge
Fence
Gate
LEGEND
Proposed access road
Park Bench
Sheet Pile
Ex. Watercourse
Proposed Auxiliary Spillway
New / Modified
Structure
Existing Soft Verge
to be Replaced
Existing Walkway
to be Replaced
Proposed Primary Spillway
Flat Section
Proposed Primary Spillway
Sloped Section
Existing Tree
Proposed
Eel Pass
Revision Suitability Description Authored Checked Approved DateStatusP01 S3 SUITABLE FOR REVIEW AND COMMENT CM BC PJM 05/10/20P02 S3 SUITABLE FOR REVIEW AND COMMENT KC ML BC 25/01/21P03 S3 SUITABLE FOR REVIEW AND COMMENT KC ML BC 18/03/21
GATES TO BE RAISED AS
NECESSARY TO AVOID
CLASH WITH KERB
DURING OPERATION
GATES TO BE RAISED AS
NECESSARY TO AVOID
CLASH WITH KERB
DURING OPERATION
00 m5 10 15 20 25
SCALE 1:500
PATHWAY TO BE REMOVED
ACCESS GATE TO BE REMOVED
AND GAP FILLED TO MATCH
EXISTING FENCE
PROPOSED PATHWAY &
ACCESS GATE
Pathway to remove
New Culvert
Culvert to Abandon
Proposed
Climbing Plants
SLEEPING POLICEMAN INSTALLED TO
16.000mAOD. ENDS RETURNED INTO TFL
EMBANKMENT TO ENSURE CONTINUITY
OF THIS MINIMUM LEVEL
1:500 @ A1
1:1000 @ A3
SCALE BAR
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