Download - A595 Grizebeck - General Arrangement Drawing

Transcript
Page 1: A595 Grizebeck - General Arrangement Drawing

PROPOSED SITE COMPOUND/STORAGE AREA

CHAPELS VILLAGE

00

50

100

150

200

250

300

350

400

450

500

550

600

650

700

750PROPOSED UNDERPASS UNDERTHE PROPOSED A595 FORLANDOWNER USE.

FARM ACCESS TRACKJUNCTION MOVED WESTTO SUIT NEW ALIGNMENT.

FOOTWAY PROVIDED FORCONNECTION OF EXISTINGBUS STOP TO CHAPELS.

JUNCTION IMPROVEMENT WITHRIGHT TURN LANE INTO CHAPELS.

NEW JUNCTION ARRANGEMENT WITHRIGHT TURN LANE INTO BUCKHORN LANE.BIUCKHORN LANE TO BE CHANGED TOACCESS ONLYPROPOSED FIELD ACCESS

EXISTING CARRIAGEWAY ADAPTED TOPROVIDE A SHARED USE NON-MOTORISEDUSER PATH TO PROPOSED A595.

PROPOSED NON-MOTORISED SHAREDUSE PATH TO CONNECT TO EXISTINGFOOTWAY ON A595 TO SOUTH.

EXISTING A595 ADAPTED TO PROVIDE ANON-MOTORISED SHARED USE PATH ANDVEHICULAR FIELD ACCESS ROUTE.

VEHICLE TURNING HEAD PROVIDED.VEHICLE ACCESS SOUTH FROM THISPOINT LIMITED FOR FIELD ACCESSONLY.

FALSE CUTTING PROVIDED ADJACENTTO DOVE BANK COTTAGES.(APPROXIMATE HEIGHT 1.8m)

1V:2H (OR STEEPER - SUBJECT TO GROUNDINVESTIGATION DATA) EARTHWORKSCUTTING SLOPE BETWEEN CH400 AND CH700FARM ACCESS TRACK

CONNECTION BETWEENFIELDS IMPROVED

EXISTING CARRIAGEWAY CHANGED TORESIDENTAL VEHICLE ACCESS ONLYAND PROVIDES A FOOTPATH BETWEENTHE BUS STOP AND BUCKHORNLANE/EXISTING A595.

PROPOSED NON-MOTORISED SHAREDPATH TO LINK TO EXISTING A595

SURFACE WATER ATTENTUATIONBASIN A AND ACCESS TRACK.

SEE RIGHT

PROPOSED WATERCOURSEDIVERSION.

PROPOSED SITECOMPOUND/STORAGE AREA

GRIZEBECK VILLAGE

GRIZEBECK COMMUNITYCENTRE

A595 TO

WORKINGTON

A5092 TOKENDAL

700

750

800

850

900

950

1000

1050

1100

1150

1200

1250

1300

1350

1386

PROPOSED UNDERPASS UNDERTHE PROPOSED A595 FORLANDOWNER USE.

JUNCTION IMPROVEMENT TOCONNECT INTO PROPOSEDCARRIAGEWAY

PROPOSED CROSS OVER BRIDGETO MAINTAIN CONNECTIVITY OFEXISTING CARRIAGEWAY

JUNCTION IMPROVEMENT FORACCESS INTO COMMUNITYCENTRE CAR PARK.

EXISTING FOOTWAY TO COMMUNITYCENTRE EXTENDED TO IMPROVEVISIBILTY FOR PEDESTRIANSCROSSING.

PROPOSED CULVERTOVER GRIZE BECK

PROPOSED FIELD ACCESS

PROPOSED TURNING HEAD.

PROHIBITION OF VEHICULAR TRAFFICFROM EXISTING 'MOUSE TRAP'JUNCTION.ACCESS FOR NON-MOTORISED USERSMAINTAINED.

ELLERMIRE BRIDGE EXTENDEDFOR CARRIAGEWAY WIDENING.

PROPOSED FIELDACCESS

EXISTING ACCESS INTO ELLER MIRE WIDENEDWITH RIGHT TURN POCKET FROM A5092.

PROPOSED PEDESTRIAN CROSSING WITHREFUGE ISLAND TO PROVIDE CROSSING POINTTO EXISTING FOOTWAY ON NORTH SIDE OFA595/A5092.

EXISTING JUNCTION CHANGED TOBUS LEFT OUT MANOUVRES ONLY.

BUS STOP RETAINED.

PROPOSED GHOST ISLAND JUNCTION WITHRIGHT TURN LANE ONTO PROPOSED A595.WITH ADDITIONAL BUFFER LANE FOR RIGHTTURN MANOUVRES INTO RESIDENTIALPROPERTIES ON NORTH SIDE OF A5092/A595.

PROPOSED TRAFFICISLAND

EXISTING JUNCTION INTOGRIZEBECK RETAINED.

EXISTING FOOTPATH ON NORTHSIDE OF A595/A5092 RETAINED.

PROPOSED FIELD ACCESS.

SURFACE WATER ATTENTUATIONBASIN B WITH ACCESS TRACK ANDTURNING HEAD.

PROPOSED DRAINAGEDITCH

SURFACE WATER ATTENTUATIONBASIN C WITH ACCESS TRACKAND TURNING HEAD.

1V:2H (OR STEEPER - SUBJECT TO GROUNDINVESTIGATION DATA) EARTHWORKSCUTTING SLOPE BETWEEN CH400 AND CH700FARM ACCESS TRACK

SEE LEFT

KEY:

EXISTING PUBLIC RIGHT OF WAY

PROPOSED FIELD BOUNDARY

EXISTING RESIDENTIAL BUILDING

NOTES:

1. LAND EXTENTS SHOWN ARE APPROXIMATE AND WILL NEED TO BEREVISED FOLLOWING TOPOGRAPHICAL SURVEY AND DETAILEDDESIGN.

2. THE PROPOSED DRAINAGE DESIGN WILL CONSIST OF THEFOLLOWING WHERE POSSIBLE: CATCH-PITS, GULLIES, CARRIERDRAINS, FILTER DRAINS, SWALES, BALANCING PONDS, BIFURCATIONOF DRAINAGE RUNS FOR ATTENUATION AND BYPASS INTERCEPTOR/ SEPARATORS. NOT SHOWN FOR CLARITY.

3. THE ROAD MARKINGS SHOWN ARE INDICATIVE.ROAD IMPROVEMENT

TOP SOILING AND LANDSCAPING

INDICATIVE DRAINAGE OUTFALL

PROPOSED POST AND RAIL FENCE

FIELD ACCESS TRACK /ATTENUATION BASIN ACCESS TRACK

650

700

750

800

850

1V:2H (OR STEEPER - SUBJECT TO GROUNDINVESTIGATION DATA) EARTHWORKSCUTTING SLOPE BETWEEN CH400 AND CH700FARM ACCESS TRACK

SEE RIGHT

SEE LEFT

650

700

750 THE PROPOSED A595 FORLANDOWNER USE.

SEE RIGHT

SEE LEFT

15

20

25

30

35

40

45

50

15

20

25

30

35

40

45

50

15

20

25

30

35

40

45

50

15

20

25

30

35

40

45

50

TYPICAL SECTION THROUGH FALSE CUTTING ADJACENT TO DOVE BANK COTTAGES(CH500 - CH700)

SCALE 1:500

PROPOSED GROUND LEVEL.1V:2H EARTHWORKS SLOPESHOWN.

EXISTING GROUND LEVEL

DOVE BANK COTTAGES

T:\C

S098

850 A

595 G

RIZE

BECK

IMPR

OVEM

ENT

PREL

IM D

ESIG

N\03

DEL

IVER

Y\HG

N HW

AYGE

NERA

L\03 D

RAW

INGS

\GRZ

B-CA

P-HG

N-00

-DR-

C-11

00.D

WG

Print

ed by

: Matt

hew

Stee

l On:

26 M

ay 20

21 at

12:31

www.capitaproperty.co.uk

Project

Client

Drawing

Scale at A1 Drawn Checked Approved

Project No. Date

Purpose of Issue

© Capita Property and Infrastructure Ltd © Crown Copyright 2015 Ordnance Survey

Drawing IdentifierRevision

Capita Property and Infrastructure Ltd.

Classification

Project - Originator - Zone - Level - File Type - Role - Number

Englishgate Plaza, Botchergate, Carlisle, CA1 1RP01228 673000

A595 Grizebeck Improvement

CS098850

Property and Infrastructure

Rev Description DateDrwn

Chk'd

App'd

N

General Arrangement

GRZB-CAP-HGN-00-DR-C-1100 P03

2021-05-26

IRIR1:2000 MGS

Commercial in Confidence

S2 - Issued for Information

P01 MGS IR IRP02 MGS IR IRP03 MGS IR IR

2021-05-212021-05-242021-05-26

Draft Design Freeze LayoutDraft Design Freeze Layout for ReviewDesign Freeze Layout DRAFT