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Page 1: START OF PHASE 3 · ht 14m ht 14m bt stay lp lp lp lp lp lp lp lp lp lp lp lp lp lp lp lp lp lp lp rs rs rs rs rs rs rs rs rs rs mk mk mk mk mk mk mk mk mk mk tl tl tl tl tl bn bn

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NOTES

1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION FOR

HIGHWAYS WORKS.

2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.

3. TRIAL HOLES ARE TO BE CARRIED OUT TO CHECK FOR LOCATION OF SERVICES AND CARRY

OUT SAFE WORKING PROCEDURES PRIOR TO EXCAVATION.

4. ALL SETTING OUT TO BE AGREED ON SITE WITH THE ENGINEER.

5. DRAWINGS TO BE READ IN CONJUNCTION WITH SCC STANDARD DETAIL DRAWINGS SERIES

1000.

6. ALL LIGHTING COLUMN REFERENCE NUMBERS TO BE VERIFIED ON SITE.

LEGEND

PROPOSED CONCRETE EDGING KERBS (RF1)

PROPOSED HALF BATTERED KERBS (HB1)

PROPOSED DROPPER KERBS (HB3)

PROPOSED BULL NOSED DROPPED KERBS (BN)

PROPOSED BUFF BLISTER TACTILE PAVING

PROPOSED CORDUROY PAVING

PROPOSED KERB INLET GULLY

REMOVE EXISTING BOLLARD

PROPOSED ROAD MARKINGS

RELOCATED ROAD SIGNS

PROPOSED SIGN TO TSRGD DIAGRAM 956

PROPOSED SIGN TO TSRGD DIAGRAM 966

PROPOSED FOOTWAY WIDENING INTO

VERGE FOR SHARED FACILITY

PROPOSED CARRIAGEWAY CONSTRUCTION

OVER EXISTING FOOTWAY

PROPOSED RE-PROFILED GRASS VERGE

RELOCATED LIGHTING COLUMNS

PROPOSED BUS SHELTER

PROPOSED BUS FLAG

LCEXISTING LIGHTING COLUMNS

RLC

CARRIAGEWAY RESURFACE

(40mm DEPTH)

KGY

EXISTING UTILITY COVERS/INSPECTION

CHAMBERS TO BE RAISED/LOWERED TO

SUIT NEW FINISHED LEVELS

PROPOSED FOOTWAY CONSTRUCTION OVER

EXISTING CARRIAGEWAY

PROPOSED CONCRETE BUS LAY BY -

CONCRETE BRUSH SURFACE WITH

EXPANSION JOINTS AT 10M INTERVAL

TRANSVERSE AND LONGITUDINAL LENGTH

OF LAY BY WITH DOWEL BARS

EXISITNG FOOTWAY TO BE RESURFACED

REMOVE OLD LIGHTING COLUMNSOLP

EXISTING KERBS TO BE RAISED

PROPOSED RED BLISTER TACTILE PAVING

PROPOSED HALF BATTERED KERBS (HB2)

PROPOSED FOOTWAY BOLLARD

PROPOSED CHUTE GULLY

CGY

RBL

EXISTING GRASS VERGE

PROPOSED ELECTRICAL SUPPLY

TO BUS SHELTER

PROPOSED ANTI SKID SURFACING

BUS STOP MARKINGS TO TSRGD DIAGRAM

1025.1 & 1025.4

Classification

Rev.

No.

Sheet

Contract

Drawing No.

Project No.

Notes

DateSig.

ApprDateSig.ChkdDateSig.Drwn

Rev. Description

North Point Project

Drawing

Date

Date

DateApproved by

originator

Checked by

Drawn by

Scale

20050

100 1500

A1

File Name:

Sig.

Sig.

Sig.

Surrey County Council LA 076872 2002.

lead to prosecution or civil proceedings.'

reproduction infringes Crown copyright and may

Stationery Office C Crown copyright. Unauthorised

permission of the Controller of Her Majesty's

`Based upon the Ordnance Survey mapping with the

SHEET OF

A RAISED TABLE REMOVED EQ 19/2/2018 EQ 19/2/2018 DD 20/2/2018

B RSA2 AMENDMENTS & SIGNAL LAYOUT CHANGES EQ 10/6/2018 EQ 10/6/2018 DD 11/6/2018

C CARRIAGEWAY RESURFACE DEPTH CHANGED EQ 22/8/2018 DD DD

D KERB RADIUS LINE ALIGNMENT (CARRIAGEWAY WIDENING AREA) AT

JUNCTION PARK ROAD

MS 09/10/2018 DD DD

AutoCAD SHX Text
RELOCATED 'NO U-TURN' & DIRECTIONAL SIGN
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RELOCATED 7.5T & PEDAL CYCLES DIRECTIONAL SIGN
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RELOCATE 'NO U-TURN' & DIRECTIONAL SIGN 8m NORTH OF EXISTING LOCATION
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RELOCATE 7.5T & PEDAL CYCLES DIRECTIONAL SIGN APPRO. 6m SOUTH OF EXISTING LOCATION
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PROPOSED BUS SHELTER
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USE REFLECTIVE TAPE OVER 'CYCLISTS DISMOUNT' TEXT FOR STANWELL AND ASHFORD DIRECTIONS
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BS
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BF
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BUS
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STOP
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Surrey Highways & Transport for Surrey
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WIDER STAINES STP
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STANWELL MOOR ROAD - PHASE 3
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SP0012.3
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SHARED FACILITIES
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GENERAL ARRANGEMENT
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SMR/100/001
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D
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1:500
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CONSTRUCTION
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1
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1
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EQ
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11/01/2018
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EQ
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5/2/2018
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DD
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13/2/2018
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N
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SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION
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In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following significant residual risks. (Reference shall also be made to the Design Hazard Log)
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CONSTRUCTION:
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MAINTENANCE/CLEANING:
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USE:
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DECOMMISSIONING/DEMOLITION:
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It is assumed that all works will be carried out by a competent contractor working, where appropriate, to an approved method statement.