FOR CONTINUATION REFER TO SHEET 12 A296€¦ · 4200 4300 4400 4500 4600 rs rs rs rs rs rs rs rs rs...
Transcript of FOR CONTINUATION REFER TO SHEET 12 A296€¦ · 4200 4300 4400 4500 4600 rs rs rs rs rs rs rs rs rs...
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EXISTING SEGREGATED LEFT
TURN LANE WIDENED AND
IMPROVED
EXISTING BEAN
OVERBRIDGE (BX02) TO BE
RETAINED FOR
NORTHBOUND TRAFFIC
NEW SINGLE LANE EASTBOUND
ON SLIP WITH TYPE E - LANE
GAIN MERGE
NEW BRIDGE PROPOSED
PARALLEL TO EXISTING
BEAN OVERBRIDGE FOR
SOUTHBOUND TRAFFIC
LENGTH - 77.9m
WIDTH - 14.0m
NORTHBOUND B255
WIDENED ON EXIT FROM
BEAN NORTH ROUNDABOUT
WITH LANE DROP TO EXISTING
TWO LANES
PROPOSED BEAN
JUNCTION
EASTBOUND
ON SLIP ROAD
BEAN JUNCTION
WESTBOUND
OFFSLIP ROAD
BEAN JUNCTION WESTBOUND
ONSLIP ROAD
BEAN JUNCTION
EASTBOUND
OFFSLIP ROAD
WATLING
HOUSE
EXISTING MS3
CANTILEVER GANTRY
CH.4350
EXISTING CONFIRMATORY ADS
SUPERSPAN GANTRY
CH.3973
EXISTING CONFIRMATORY ADS
PORTAL GANTRY
CH.4559
A
2
BEAN
JUNCTION
W
A
T
L
IN
G
S
T
R
E
E
T
MAIN CONSTRUCTION
SITE COMPOUND
BEAN NORTH ROUNDABOUT
ENLARGED AND SIGNALISED
START OF PROPOSED
CONCRETE STEP BARRIER
EXISTING TYPE F LANE GAIN WITH
GHOST ISLAND MERGE RETAINED
BEAN LANE (SOUTH)
A
2
9
6
EARTHWORKS CUTTING
1:2 SLOPE
EARTHWORK SLOPE
1:2 (V:H)
PROPOSED 1:1 (V:H)
SOIL REINFORCED SLOPE
MAXIMUM HEIGHT 5m
PROPOSED 1:3 (V:H) SLOPE WITH
RETAINING WALL ALONG THE TOE
MAXIMUM HEIGHT 6.0m
(SEE GENERAL NOTE 8)
BEAN LANE (NORTH)
PROPOSED
DRAINAGE AND
ATTENUATION
WORKS
BEAN SOUTH ROUNDABOUT
ENLARGED AND SIGNALISED
AREA IDENTIFIED FOR
POTENTIAL DRAINAGE
PROPOSED DRAINAGE
AND ATTENUATION WORKS
EXISTING HARD SHOULDER
CONVERTED TO RUNNING LANE
WITH PROVISION OF FOUR
NARROW LANES
AREA IDENTIFIED FOR
POTENTIAL ADVANCE TREE
PLANTING AND SPECIES - RICH
GRASSLAND FOR SCREENING
AND ECOLOGY MITIGATION
EXISTING NMU ROUTE
RELOCATED TO BEAN
NEW BRIDGE
SOUTHBOUND B255
WIDENED TO THREE
LANES. TIE INTO
EXISTING TWO LANES
NORTHBOUND BEAN LANE
WIDENED TO TWO LANES
BEAN LANE NORTHBOUND
CONNECTING BEAN SOUTH AND
NORTH ROUNDABOUT WIDENED
FROM TWO LANES TO THREE
LANES
ENTRY TO BEAN SOUTH
ROUNDABOUT WIDENED
FROM TWO LANES TO
THREE LANES
EXISTING CENTRAL RESERVE WITH
METALLIC BARRIER CONVERTED TO
NARROW CENTRAL RESERVE WITH
CONCRETE STEP BARRIER
EXISTING LIGHTING HAZARD
(SEE GENERAL NOTE 3 AND KEY)
PROPOSED LIGHTING HAZARD
(SEE GENERAL NOTE 3 AND KEY)
EXISTING IGTHAM COTTAGES
TO BE DEMOLISHED
SEE NOTE 3
PROPOSED ACCESS TO
ATTENUATION POND, DBC
WOODLAND AND EXISTING
PYLON
PROPOSED RETAINING WALL
MAXIMUM HEIGHT 1m
EARTHWORK SLOPE 1:2 (V:H)
EARTHWORK SLOPE 1:2 (V:H)
HOPE
COTTAGES
PROPOSED ENTRY TO EXISTING CAR
PARK (NORTH), ATTENUATION POND,
DBC WOODLAND AND EXISTING PYLON
PROPOSED ACCESS TO PYLON
(SEE GENERAL NOTE 8)
EXISTING RETAINING SOLUTION
TYPE UNKNOWN, NO AVAILABLE
RECORDS
PROPOSED MAINTENANCE
ACCESS TO SOAKAWAY
DBC WOODLAND ACCESS
THRIFT
COTTAGE
FO
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ON
TIN
UA
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FOR CONTINUATION REFER TO SHEET 11
FOR CONTINUATION REFER TO SHEET 12
FO
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ON
TIN
UA
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5
!
HS/HGN/01
!
HS/HGN/01
!
HS/HGN/01
SAFETY, HEALTH AND ENVIRONMENTAL
INFORMATION
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).
Construction
1. HS/HGN/01-WORKING ADJACENT TO EXISTING OH HV LINES AND
PYLONS.
2. HS/HLG/01 & 03-PROPOSED COLUMN IN THE VICINITY OF THE
EXISTING OH LINE.
Maintenance / Cleaning
HS/HLG/02-EXISTING COLUMN IN THE VICINITY OF THE EXISTING
OH LINE.
Use
REFER TO HEALTH AND SAFETY RISK REGISTER DOCUMENT No.
HE543917-ATK-GHS-XX-HS-ZS-000004.
Decommissioning / Demolition
REFER TO HEALTH AND SAFETY RISK REGISTER DOCUMENT No.
HE543917-ATK-GHS-XX-HS-ZS-000004.
Copyright C Atkins Limited (2018)
www.atkinsglobal.com
Tel:
Fax:
Epsom Gateway
Ashley Avenue
Epsom
Surrey
KT18 5AL
+44 (0)1372 726140
+44 (0)1372 740055
Drawing Title
Project TitleDrawing Suitability
DO
N
OT
S
CA
LE
Client
Status
Millim
etres
10
010
0
Drawing Number
Project Originator Volume
Location Type RoleNumber
-
- - -
--
A1
Scale:
Original
Size:
Rev:
Project
Ref. No:
of
Sheet:
Revision Checked AuthorisedStatus ReviewedDrawn Issue Date
Description
Revision Checked AuthorisedStatus ReviewedDrawn Issue Date
Description
Revision Checked AuthorisedStatus ReviewedDrawn Issue Date
Description
Revision Checked AuthorisedStatus ReviewedDrawn Issue Date
Description
Revision Checked AuthorisedStatus ReviewedDrawn Issue Date
Description
This Drawing is saved on ProjectWise. Plotted: 22/02/2019 19:08:44 By: KNRA9354
A2APPROVED - ORDERS / LICENSES A2 Bean and Ebbsfleet Junctions Improvement
PCF STAGE 3 – PRELIMINARY DESIGN
ENGINEERING GENERAL ARRANGEMENT
1:1000
AEM
4
RKK
16
EBB RJM 22/02/19
HE543917 ATK HGN
XX DR CH 000204
C05C05A2
FOR INFORMATION
CHRKK AEM CH 18/01/19C04A1
FOR INFORMATION; EBBSFLEET PYLON ACCESS REVISED ON SHEETS 8 AND 16
AEMRKK JA CH 21/11/18C03A1
FOR STAGE 3 SIGN-OFF
CTRKK JA CH 22/08/18C02A1
STAGE 3 DESIGN FIX 3
5158159
CTRKK OP CH 05/07/18C01B1
FOR HE REVIEW
SHEET LAYOUT
N.T.S
4
12
13
14
11
6
8
16
9
1
0
1
5 7
15
2
3
1a
BEAN
JUNCTION
EBBSFLEET
JUNCTION
A2
M25 J2
PEPPERHILL
OVERBRIDGE
Scale 1:1000
10m 10m0m 20m 60m40m30m 50m 70m
This map is based on Ordnance Survey material with the
permission of Ordnance Survey on behalf of the Controller
of Her Majesty's Stationery Office. © Crown copyright.
Unauthorised reproduction infringes Crown copyright and
may lead to prosecution or civil proceedings. Highways
England 100018928, 2018.
NOTES
2. FOR GENERAL NOTES AND KEY REFER TO DRG. No. HE543917-ATK-HGN-XX-DR-CH-000200.
1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE STATED.
3. REMOVAL OF SOUTHBOUND GANTRIES TO BE CONSIDERED AT DETAILED DESIGN STAGE.
"THESE DRAWINGS ARE A PRELIMINARY DESIGN FOR USE DURING PCF
STAGE 3. THEY SHOW AN INDICATION OF THE PROPOSED LAYOUT BUT
DO NOT SHOW FULL CONSTRUCTIONAL DETAILS OR WIDTHS. FURTHER
REFINED DETAILED DESIGN WILL BE UNDERTAKEN DURING LATER
STAGES OF DEVELOPMENT OF THE SCHEME PRIOR TO CONSTRUCTION.
FOR INFORMATION ONLY."