NOTES
1.
ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
STATED
2.
THIS DRAWING SHOULD BE READ IN CONJUNCTION
WITH ALL OTHER RELEVANT ENGINEERING DETAILS,
DRAWINGS & SPECIFICATIONS.
3.
ANY DISCREPANCIES SHOULD BE REPORTED TO THE
DESIGN ENGINEER IMMEDIATELY, SO THAT
CLARIFICATION CAN BE SOUGHT PRIOR TO THE
COMMENCEMENT OF WORKS.
4.
ALL WORKS ARE TO BE IN ACCORDANCE WITH
WOKINGHAM BOROUGH COUNCIL SPECIFICATIONS AND
STANDARDS.
5.
CONTRACTOR TO LOCATE ALL UTILITY AND DRAINAGE
LOCATIONS AND CO-ORDINATE SAFE WORKING
PROCEDURES BEFORE ANY EXCAVATION WORKS TAKE
PLACE.
6.
WHERE APPLICABLE EXISTING MANHOLE COVERS AND
UTILITY COVERS ARE TO BE ADJUSTED TO NEW
PROPOSED LEVELS.
7.
DIAGRAM NUMBERS TO TSRGD REFER TO THOSE SET
OUT IN THE TRAFFIC SIGNS REGULATIONS AND
GENERAL DIRECTIONS 2002
8.
MOUNTING HEIGHTS OF ALL SIGNS TO BE
- FOOTWAY 2.1m
- CYCLEWAY/FOOTWAY 2.4m
- VERGES AND NON-PEDESTRIAN AREAS (AS
DIRECTED BY THE ENGINEER) NORMALLY 1.8m
ALL SIGNS TO HAVE 450mm LATERAL CLEARANCE
FROM THE CHANNEL LINE OR BACK OF
FOOTWAY/CYCLEWAY
9.
ALL ROAD SIGNS TO BE CLASS 1 MATERIAL
10. ALL NON-ILLUMINATED SIGNS AND SUPPLEMENTARY
PLATES TO BE RETROREFLECTIVE
11. ALL ROAD MARKINGS ARE TO BE WHITE
THERMOPLASTIC SCREED UNLESS OTHERWISE
STATED.
12. FOR SETTING OUT DETAILS REFER TO LEW/SO SERIES
KEY
PROPOSED FOOTWAY CONSTRUCTION;
20mm THICK DBM SURFACE COURSE WITH 6mm
AGGREGATE, 50mm DBM BINDER COURSE WITH 20mm
AGGREGATE AND 150mm GRANULAR TYPE 1 SUB-BASE
EXISTING FOOTWAY TO BE PLANED OFF AND
RESURFACED WITH;
20mm THICK DBM SURFACE COURSE WITH 6mm
AGGREGATE
EXISTING GRASS VERGE DOWN TO DITCH TO BE
RE-GRADED DURING INSTALLATION OF PROPOSED
FOOTWAY/CYCLEWAY
PROPOSED TACTILE PAVING 400mm x 400mm TO
STANDARD DETAIL WSD/004
HB2
T
BB
PROPOSED PRECAST HALF BATTERED KERB (125mm
HEIGHT), REFER TO STANDARD DETAIL WSD/100/001
PROPOSED TIMBER EDGINGS, REFER TO STANDARD
DETAIL WSD/1100/001
HALF BATTERED SYMMETRICAL BEANY BLOCK IN
500MM LENGTH UNITS FITTED TO 205 BASE UNIT.
BLOCKS LAID WITH BEANY DRAINAGE (HOLE) ON
ALTERNATIVE SIDES (I.E ROAD SIDE/CYCLEWAY) TO
ALLOW STORM WATER FLOW FROM BOTH SIDES.
BLOCKS TO HAVE CONSTANT DEPTH INVERT
CHANNELS, LAID TO EXISTING ROAD GRADIENTS.
REFER TO STANDARD DETAIL 5049/LEW/SD/001
PROPOSED GLASDON MINI ENSIGN BOLLARD WITH
RECESS EITHER SIDE WITH SIGN AS SPECIFIED
TO BE SUPPLIED BY OTHERS
PROPOSED NON-ILLUMINATED BOLLARD, COLOUR
WHITE WITH DIAG 610 WHERE SPECIFIED, WITH
REFLECTORISED SIDE STRIPS
Proposed refuge island extract (1:100)
DK
PROPOSED DROPPED KERB INCLUDING TRANSITIONS
TE
TIE INTO EXISTING KERB LINE
Q
PROPOSED QUADRANT KERB
DK(B)
PROPOSED BEANY BLOCK UNITS INCORPORATING
DROPPED KERBS INCLUDING TRANSITIONS