clarkebonds(wm5gga55b130f045qoanjja5... · 2019-12-06 · 1 no. diag 602 sign & signs,...

03 04

Drawing Title

Client

Project

Revisions

Rev Detail DateChk

Drawing Status

Sheet Size

Scale

Drawn Checked

Date

Project No.

Revision

Drawing No.

©

By

MULTIDISCIPLINARY ENGINEERING CONSULTANTS

The Cocoa House129 Cumberland RoadBristol BS1 6UYtel +44 (0) 117 929 2244fax +44 (0) 117 929 3095e-mail [email protected] www.clarkebond.com

Bristol Exeter London

clarkebond

CDM RESIDUAL RISKS

The work shown on this drawing is both familiar to the designers

and routinely safely built in similar circumstances by competent

contractors.

Risks are not considered significant.

Relevant data is included in the Pre-Construction Information Pack

Signed: Date:

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STN103

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390043.331

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171914.143

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64.889

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STN104

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390099.557

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171868.189

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66.011

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STN105

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MH

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cl

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MH FWS

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cl

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G

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MH SWS

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cl

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G

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G

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BT

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cl

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WM

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cl

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WM

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cl

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sign

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LP

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FH

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cl

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LP

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LP

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BL

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BL

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Grass

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OAK

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0/0.8/0

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ASH

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0/0.8MB/0

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OAK

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0/0.8/0

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Tree Top

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Tree Top

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Hawthorn Hedge 2m High

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Mixed Hedge 3.5m High

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Hazel Hedge 2.5m High

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Grass

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OAK

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0/1.2/0

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gate

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MAP

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0/0.1/0

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MAP

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0/0.1/0

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MAP

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0/0.1/0

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MAP

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0/0.1/0

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ASH

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0/0.4MB/0

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Tarmac

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Tarmac

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Tarmac

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Grass

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Grass

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Tarmac

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Tarmac

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Grass

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Tarmac

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Tarmac

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Tarmac

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Stile

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MAP

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0/0.5/0

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ASH

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0/1.3MB/0

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OAK

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0/0.8/0

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ASH

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0/0.1/0

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ASH

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0/0.1/0

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Tree Top

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Tree Top

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Tree Top

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Tree Top

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Tree Top

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Tree Top

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Tree Top

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trough

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E A S T O N L A N E

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C o r n

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Tarmac

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Tarmac

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Brambles

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G

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Tact.

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Tact.

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Brambles

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railings

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OAK

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0/0.3/0

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Grass

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STN107

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390124.170

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171892.646

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65.584

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TP

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OAK

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24/1.4/18

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Stone Wall 0.6m High

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Wooden Post & Rail

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Fence 1.4m High

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gate

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Mixed Hedge 2m High

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STN105

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390064.439

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171810.479

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64.847

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STN104

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390099.557

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171868.189

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66.011

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STNB

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390138.979

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171883.682

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66.633

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0/0.6/0

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0/0.4/0

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Rootline of 14m high Conifer trees

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TP

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Barbed wire fence 1.2m high

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Post & rail fence 1.0m high

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0/0.2/6

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B r a m b l e s

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gate

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Barbed wire fence 1.2m high

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B r a m b l e s

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CON

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CON

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PRIVATE DRIVEWAY

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UTL

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il

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MH FWS

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cl

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il

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il

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FWS (150%%C Estimated Dia)

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METHUEN PARK

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EASTON LANE

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DIAG 1004

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EXTENT OF S278 WORKS

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DIAG 1004

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DIAG 1004

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DIAG 1009

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DIAG 1003

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DIAG 1004

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DIAG 1004

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DIAG 1009

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DIAG 1009

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DIAG 1009

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DIAG 1023

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EXTENT OF S38 WORKS

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DIAG 7014, X HEIGHT 75mm. INSTALLED FOR 6 MONTHS POST CONSTRUCTION. MOUNTED ON EXISTING SIGN POST, APPROX. 120m FROM NEW ROAD LAYOUT

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SIGNS, DIAG'S 956 AND 965 TO BE MOUNTED BACK TO BACK

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1 No. DIAG 602 SIGN

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&

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&

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1 No. DIAG 544 SIGN

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1 No. DIAG 544 SIGN

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SIGNS, DIAG'S 671 AND 670 (ON REVERSE) TO BE MOUNTED BACK TO BACK

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&

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SIGNS, DIAG'S 670(30) & 670(20) (ON REVERSE) TO BE MOUNTED BACK TO BACK

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&

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&

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&

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REFLECTORISED BOLLARDS REFER TO SW031-EN-128

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1 No. DIAG 619 SIGN

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1 No. DIAG 619 SIGN

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ROAD MARKINGS KEY:

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DIAG.1003 - 600mm LINE 300mm GAP (200mm THICK)

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DIAGRAM NUMBERS REFER THE READER TO THE FOLLOWING DOCUMENT: "THE TRAFFIC SIGNS REGULATIONS AND GENERAL DIRECTIONS 2016"

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DIAG.1023 - GIVE WAY

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DIAG.1003.1 - 1000mm LINE 1000mm GAP (200mm THICK)

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DIAG.1055.1

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DIAG.1001

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DIAG.1001.3

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DIAG.1001 - (200mm THICK) DIAG.1001.3 - 2000mm LINE 150mm GAP (100mm THICK) DIAG.1055.1 - (100mm THICK)

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ZEBRA CROSSING MARKINGS

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REFER TO THE 'ZEBRA, PELICAN & PUFFIN PEDESTRIAN CROSSINGS REGULATIONS AND GENERAL DIRECTIONS 1997' DOCUMENT

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DIAG.1038 TRAFFIC LANE MARKINGS

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DIAG.1065 MAXIMUM SPEED LIMIT MARKINGS

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DIAG.1040.4 - 4000mm LINE 2000mm GAP (100mm THICK)

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MH

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cl

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MH

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cl

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G

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G

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GV

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LP

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BT

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cl

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EB

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BL

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Tact

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BL

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Tarmac

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Tact

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Tarmac

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Tarmac

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Tarmac

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EXISTING SIGN, DIAG 515 TO BE REMOVED

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G

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sign

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Grass

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Grass

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E A S T O N L A N E

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Tarmac

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DIAG 7014, X HEIGHT 75mm. INSTALLED FOR 6 MONTHS POST CONSTRUCTION. MOUNTED ON EXISTING SIGN POST, APPROX. 120m FROM NEW ROAD LAYOUT

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SIGNAGE SCHEDULE - SHEET 1

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TSRGD REFERENCE

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LOCATION (OSGR)

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DIAMETER/SIZE (mm)

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MOUNTING

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QUANTITY

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TOTAL NUMBER OF SIGNS

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TSRGD REFERENCE

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NUMBER

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544.1

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2

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544

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X = 390080.138 Y = 171889.343

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600 HIGH

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SINGLE POST 2.3m MOUNTING HEIGHT

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1

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956

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X = 390092.507 Y = 171856.852

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450

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BACK TO BACK WITH 965 2.4m MH

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1

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965

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1

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602

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X = 390097.334 Y = 171850.615

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600 HIGH

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1

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602

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X = 390103.774 Y = 171842.450

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600 HIGH

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1

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956

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1

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965

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X = 390082.095 Y = 171842.927

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1

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619

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X = 390085.233 Y = 171840.885

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600

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1

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MOUNTED ON EXISTING SIGN POST 1.5m MOUNTING HEIGHT

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1

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671

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X = 390065.724 Y = 171824.791

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1

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670(30)

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1

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1

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1

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544

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X = 390113.353 Y = 171832.628

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600 HIGH

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1

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671

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X = 390070.295 Y = 171820.443

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670(30)

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1

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1

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670(30)

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X = 390107.301 Y = 171843.646

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BACK TO BACK WITH 670(20) 2.3m MH

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670(20)

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1

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1

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670(30)

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X = 390116.653 Y = 171850.438

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670(20)

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956

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X = 390101.085 Y = 171868.856

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1

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965

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1

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619

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X = 390115.631 Y = 171885.450

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600

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1

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956

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X = 390112.179 Y = 171887.383

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1

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965

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1

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7014

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X = 389983.380 Y = 171738.891

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602

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2

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619

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2

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670

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2

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670(20)

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2

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670(30)

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2

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671

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2

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956

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4

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965

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4

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7014

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1

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ILLUMINATION

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EXTERNALLY ILLUMINATED

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MATERIAL

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CLASS RA2 (BS EN 12899-1:2007) RETROREFLECTIVE

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NONE

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NONE

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NONE

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NONE

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NONE

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NONE

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EXTERNALLY ILLUMINATED

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NONE

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NONE

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NONE

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NONE

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NONE

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TYPE

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X-HEIGHT 50

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450

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X-HEIGHT 50

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X-HEIGHT 75

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750

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600

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750

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600

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600

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600

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600

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600

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450

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X-HEIGHT 50

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450

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X-HEIGHT 50

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NONE

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NONE

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NONE

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NONE

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NONE

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NONE

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NONE

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NONE

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NONE

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NONE

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A1

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DWG INFO: M:\CLARKEBOND UK LIMITED\BRISTOL PROJECTS\WB02874 - HUNTERS MOON, CHIPPENHAM\DRAWINGS\CURRENT\SW064-EN-191H, 192H, 193J, 194K, 195B, 196B & 197B - S278 WORKS-SIGNING AND LINING PLANM:\CLARKEBOND UK LIMITED\BRISTOL PROJECTS\WB02874 - HUNTERS MOON, CHIPPENHAM\DRAWINGS\CURRENT\SW064-EN-191H, 192H, 193J, 194K, 195B, 196B & 197B - S278 WORKS-SIGNING AND LINING PLAN

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This drawing may not be copied without prior written permission

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DO NOT SCALE THIS DRAWING FOR CONSTRUCTION PURPOSES. CONTRACTOR TO CHECK ALL DIMENSIONS AND REPORT ALL ERRORS AND OMISSIONS TO THE ENGINEER

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WB02874

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SW064-EN-191

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H

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1/200 @ A1

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AH

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SI

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09/2017

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HUNTERS MOON,

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CHIPPENHAM

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S278 WORKS

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PROPOSED HIGHWAY IMPROVEMENTS

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SIGNING AND LINING PLAN

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SHEET 1

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CONSTRUCTION

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%%UFOR CONTINUATION REFER TO SHEET 2

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5

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0

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10

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20

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SCALE 1:200 (A1)

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METRES

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%%UFOR CONTINUATION REFER TO INSET 1

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%% INSET 1

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SCALE: 1:200

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%% INSET 2

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SCALE: 1:200

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%%UFOR CONTINUATION REFER TO INSET 2

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*

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JLH

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26.09.17

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SI

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PRELIMINARY FIRST ISSUE.

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A

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JLH

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11.01.18

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SI

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LAYOUT UPDATED

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B

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AH

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10.04.18

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AJ

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DRAWING REVISED IN ACCORDANCE

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WITH W.C.C. COMMENTS.

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Sam Ihle

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11/04/18

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C

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KR

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12.07.18

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SI

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CONSTRUCTION ISSUE.

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D

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JLH

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21.09.18

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SI

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DIAG. 619 ADDED AT CYCLEWAY ENTRIES

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E

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KR

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08.04.19

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SI

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SIGNAGE SCHEDULE ADDED.

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F

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SI

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17.04.19

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SI

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SIGNAGE SCHEDULE UPDATED WITH

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ILLUMINATION & MATERIAL

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G

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SI

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18.04.19

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SI

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SIGNAGE SCHEDULE UPDATED

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H

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SI

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26.07.19

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SI

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ILLUMINATION REQUIREMENTS UPDATED

clarkebonds(wm5gga55b130f045qoanjja5... · 2019-12-06 · 1 no. diag 602 sign & signs,...

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