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Draft Musselburgh Active Travel Strategic Route Plan

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Draft Musselburgh Active Travel Strategic Route Plan ROUTE 1 Firth of Forth KEY Proposed Route Buildings Greenspace Waterbodies Fisherrow Sand Two-way segregated Loretto School cycleway on North side Newfield of road (Ironside Farrar Sports Ground Musselburgh Report Conclusion) Edinburgh Rd Fisherrow Racecourse Harbour Allow cyclists to use Quiet route existing pedestrian 1 Proposal between North High Street and Bridge Street with cycling bridge or new bridge contraflow The Brunton Tolbooth North High Street Linkfield Rd Section 2 1 Bridge St The Fisherrow High Street Centre Newhailes Musselburgh Section 4 House Rugby Football Section 5 Main High Street being Ground reviewed for public Musselburgh realm enhancements Burgh Primary under a separate School design Inveresk Mills Lewisvale Park Haugh Park Inveresk Lodge Garden ©Crown copyright. All rights reserved. License Number 100019139 0.5m SEPARATION STRIP 0.5m SEPARATION STRIP PROJECT ISO A1 594mm x 841mm MUSSELBURGH PROJECT ISO A1 594mm x 841mm _____ ACTIVE TRAVEL 3m TWO WAY MUSSELBURGH EXISTING SEGREGATED EXISTING NETWORK STUDY FOOTWAY CYCLEWAY 6.86m CARRIAGEWAY FOOTWAY _____ urements must be obtained from the stated dimensions. Approved: ACTIVE TRAVEL 3m TWO WAY EXISTING SEGREGATED SECTION 1 EXISTING NETWORK STUDY FOOTWAY CYCLEWAY 0.5m 6.86m CARRIAGEWAY FOOTWAY urements must be obtained from the stated dimensions. _____ Approved: SEPARATION STRIP CLIENT SECTION 1 0.5m _____ Checked: SEPARATION STRIP CLIENTPROJECT ISO A1 594mm x 841mm _____ 0.5m Checked: SEPARATION MUSSELBURGH STRIP _____ _____ ACTIVE TRAVEL Designer: 3m TWO WAY CONSULTANT EXISTING SEGREGATED EXISTING NETWORK STUDY FOOTWAY CYCLEWAY 6.86m CARRIAGEWAY FOOTWAY urements must be obtained from the stated dimensions. Approved: AECOM Designer: 3m TWO WAY 1CONSULTANT Tanfield SEGREGATED SECTION 1 EDINBURGH, EH3 5DA _____ EXISTING FOOTWAY CYCLEWAY 8.32m CARRIAGEWAY EXISTING FOOTWAY +44AECOM (0) 131 301 8600 tel 3m TWO WAY 1+44CLIENT Tanfield (0) 131 301 8699 fax SEGREGATED EDINBURGH,www.aecom.com EH3 5DA 0.5m SECTION 2 Checked: EXISTING FOOTWAY CYCLEWAY 8.32m CARRIAGEWAY EXISTING FOOTWAY +44 (0) 131 301 8600 tel SEPARATION Project Management Initials: STRIP NOTES+44 (0) 131 301 8699 fax www.aecom.com _____ SECTION 2 0.5m 1. ALL WORKS TO BE EXECUTED IN SEPARATION ACCORDANCE WITH THE SPECIFICATION FOR Project Management Initials: NOTES STRIP HIGHWAY WORKS - THE MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY Designer: 0.5m 1. WORKS,ALL WORKS DESIGN TO BE MANUAL EXECUTED FOR INROADS AND SEPARATION CONSULTANTBRIDGES,ACCORDANCE TRAFFIC WITH SIGNS THE SPECIFICATION MANUAL AND LOCAL FOR STRIP HIGHWAYCOUNCIL GUIDELINES.WORKS - THE MANUAL OF AECOMCONTRACT DOCUMENTS FOR HIGHWAY 2. WORKS,ALL DIMENSIONS DESIGN MANUALARE IN METRES FOR ROADS UNLESS AND 3m TWO WAY 1 TanfieldBRIDGES,STATED OTHERWISE. TRAFFIC SIGNS ALL LEVELSMANUAL ARE AND IN LOCAL SEGREGATED EDINBURGH, EH3 5DA to any party that uses or relies on this drawing without AECOM’s express written consent. Do not scale document. All meas METRESCOUNCIL AND GUIDELINES. RELATE TO ORDNANCE DATUM. EXISTING FOOTWAY CYCLEWAY 8.32m CARRIAGEWAY EXISTING FOOTWAY +44 (0) 131 301 8600 tel +442.3. DOALL (0) NOT DIMENSIONS 131 SCALE 301 8699 FROM ARE fax ANYIN METRES DRAWING. UNLESS WORK STATEDTO FIGURED OTHERWISE. DIMENSIONS ALL LEVELSONLY. ANY ARE IN 3m TWO WAY www.aecom.com SEGREGATED SECTION 2 to any party that uses or relies on this drawing without AECOM’s express written consent. Do not scale document. All meas METRESDISCREPANCIES AND RELATE IN DIMENSION TO ORDNANCE ARE TO DATUM. BE EXISTING FOOTWAY CYCLEWAY 2.5m PARKING 9.72m CARRIAGEWAY EXISTING FOOTWAY REFERRED TO THE DESIGNER BEFORE WORK 3. ISDO PUT NOT TO SCALE HAND. FROM ANY DRAWING. WORK Project Management Initials: NOTES 3m TWO WAY TO FIGURED DIMENSIONS ONLY. ANY 4. DISCREPANCIESALL DIMENSIONS IN AND DIMENSION LEVELS ARE ARE TO TO BE BE SEGREGATED SECTION 3 1. ALL WORKS TO BE EXECUTED IN EXISTING FOOTWAY CYCLEWAY 0.5m 2.5m PARKING 9.72m CARRIAGEWAY EXISTING FOOTWAY REFERREDCHECKED ON TO SITE THE BYDESIGNER THE CONTRACTOR BEFORE WORK SEPARATION ISPRIORACCORDANCE PUT TO PREPARINGHAND. WITH THE ANY SPECIFICATION WORKING FOR STRIP HIGHWAYDRAWINGS WORKS OR COMMENCING - THE MANUAL ON OFSITE. 4. CONTRACTALL DIMENSIONS DOCUMENTS AND LEVELS FOR HIGHWAYARE TO BE ST TO SECTION 3 5. CHECKEDALL WORKS ON BY SITE THE BY CONTRACTOR THE CONTRACTOR MUST BE 0.5m WORKS, DESIGN MANUAL FOR ROADS AND PRIORCARRIED TO OUT PREPARING IN SUCH ANY A WAY WORKING THAT ALL SEPARATION BRIDGES, TRAFFIC SIGNS MANUAL AND LOCAL DRAWINGSREQUIREMENTS OR COMMENCING UNDER THE HEALTH ON SITE. AND STRIP COUNCIL GUIDELINES. ST TO SAFETY AT WORK ACT ARE SATISFIED. 2.5. ALL WORKS BY THE CONTRACTOR MUST BE 0.5m ALL DIMENSIONS ARE IN METRES UNLESS 6. CARRIEDALL WORK OUT IS TO IN BESUCH CARRIED A WAY OUTTHAT IN ALL SEPARATION STATED OTHERWISE. ALL LEVELS ARE IN to any party that uses or relies on this drawing without AECOM’s express written consent. Do not scale document. All meas REQUIREMENTSCOMPLIANCE WITH UNDER THE REQUIREMENTSTHE HEALTH AND OF STRIP METRES AND RELATE TO ORDNANCE DATUM. SAFETYTHE STATUTORY AT WORK AUTHORITIES ACT ARE SATISFIED. AND 3. DOCONSTRUCTION NOT SCALE FROM DESIGN ANY AND DRAWING. MANAGEMENT WORK 3m TWO WAY 6. REGULATIONS.TOALL FIGURED WORK IS DIMENSIONSTO BE CARRIED ONLY. OUT ANY IN SEGREGATED DISCREPANCIESCOMPLIANCE WITH IN DIMENSIONTHE REQUIREMENTS ARE TO BE OF EXISTING FOOTWAY CYCLEWAY 2.5m PARKING 9.72m CARRIAGEWAY EXISTING FOOTWAY 7. DRAWINGREFERREDTHE STATUTORY BASE TO THE RECEIVED AUTHORITIES DESIGNER FROM BEFORE AND OTHERS, WORK ISCONSTRUCTIONSURVEY PUT TO CARRIED HAND. DESIGN OUT BY AND OTHERS. MANAGEMENT AECOM CANNOT GUARANTEE THEIR ACCURACY. 2m TWO WAY REGULATIONS. 4. CONTRACTORALL DIMENSIONS TO ANDSATISFY LEVELS THEMSELVES ARE TO BE AS SEGREGATED SECTION 3 7. DRAWINGCHECKEDTO THE ACCURACY BASEON SITE RECEIVED BY OF THE SUCH CONTRACTORFROM INFORMATION. OTHERS, 2m FOOTWAY CYCLEWAY 6.5m CARRIAGEWAY 2m PARKING EXISTING FOOTWAY PRIORSURVEY TO CARRIED PREPARING OUT ANY BY OTHERS. WORKING AECOM CANNOT GUARANTEE THEIR ACCURACY. 2m TWO WAY DRAWINGS OR COMMENCING ON SITE. ST TO CONTRACTOR TO SATISFY THEMSELVES AS SEGREGATED 5. ALL WORKS BY THE CONTRACTOR MUST BE 0.5m SECTION 4 TO THE ACCURACY OF SUCH INFORMATION. 2m FOOTWAY CYCLEWAY 6.5m CARRIAGEWAY 2m PARKING EXISTING FOOTWAY CARRIED OUT IN SUCH A WAY THAT ALL SEPARATION REQUIREMENTS UNDER THE HEALTH AND STRIP SECTION 4 SAFETY AT WORK ACT ARE SATISFIED. 0.5m 6. ALL WORK IS TO BE CARRIED OUT IN SEPARATION COMPLIANCE WITH THE REQUIREMENTS OF STRIP ISSUE/REVISIONTHE STATUTORY AUTHORITIES AND CONSTRUCTION DESIGN AND MANAGEMENT 0.5m REGULATIONS. SEPARATION parties, except as agreed by AECOM or required law. accepts no responsibility, and denies any liability whatsoever, STRIP 7.ISSUE/REVISIONDRAWING BASE RECEIVED FROM OTHERS, SURVEY CARRIED OUT BY OTHERS. AECOM CANNOT GUARANTEE THEIR ACCURACY. 2m TWO WAY parties, except as agreed by AECOM or required law. accepts no responsibility, and denies any liability whatsoever, CONTRACTOR TO SATISFY THEMSELVES AS SEGREGATED TO THE ACCURACY OF SUCH INFORMATION. 2m FOOTWAY CYCLEWAY 6.5m CARRIAGEWAY 2m PARKING EXISTING FOOTWAY 2m TWO WAY EXISTING SEGREGATED SECTION 4 FOOTWAY CYCLEWAY 6.87m CARRIAGEWAY 2m PARKING EXISTING FOOTWAY I/R DATE DESCRIPTION 2m TWO WAY EXISTING SEGREGATED SECTION 5 KEY PLAN FOOTWAY CYCLEWAY 0.5m 6.87m CARRIAGEWAY 2m PARKING EXISTING FOOTWAY I/R DATE DESCRIPTION SEPARATION STRIP ISSUE/REVISION SECTION 5 KEY PLAN 0.5m SEPARATION parties, except as agreed by AECOM or required law. accepts no responsibility, and denies any liability whatsoever, STRIP 0.5m 2018-04-25 SEPARATION STRIP PROJECT NUMBER 2018-04-25 2m TWO WAY EXISTING SEGREGATED 60564761 Last Plotted: FOOTWAY CYCLEWAY 6.87m CARRIAGEWAY 2m PARKING EXISTING FOOTWAY I/R DATE DESCRIPTION PROJECT NUMBER 3m TWO WAY SHEET TITLE EXISTING SEGREGATED SECTION 5 60564761KEY PLAN Last Plotted: FOOTWAY CYCLEWAY 2m PARKING 7.2m CARRIAGEWAY EXISTING FOOTWAY ROUTE 1 3m TWO WAY SHEETTOWN TITLECENTRE ROBERTSONM EXISTING SEGREGATED Scale MILTON ROAD EAST TO MILLHILL 0.5m SECTION 6 F:\PROPOSALS\TRAFFIC - MUSSELBURGH ACTIVE TRAVEL NETWORK STUDY\EXECUTION\CAD\25-SKETCHES\ROUTE 1 TOWN CENTRE – MILTON ROAD EA FOOTWAY CYCLEWAY 2m PARKING 7.2m CARRIAGEWAY EXISTING FOOTWAY 0 500 1000 2000 4000mm ROUTE 1 SEPARATION STRIP TOWNSHEET NUMBERCENTRE ROBERTSONM SECTION 6 OriginalScale Size (A1) 1:50 @ A1 1:100 @ A3 MILTON ROAD EAST TO MILLHILL F:\PROPOSALS\TRAFFIC - MUSSELBURGH ACTIVE TRAVEL NETWORK STUDY\EXECUTION\CAD\25-SKETCHES\ROUTE 1 TOWN CENTRE – MILTON ROAD EA 60564761-SKE-C-1.0-0002 This drawing has been prepared for the use of AECOM’s client. It may not be used, modified, reproduced or relied upon by third MILLHILL\60564761-SKE-C-1.0-0001TO0002.DWG Last saved by: Filename: 0 500 1000 2000 4000mm 2018-04-25 SHEET NUMBER BASED UPON THE ORDNANCE SURVEY MAPPING WITH THE PERMISSION OF HER MAJESTY'S STATIONERY OFFICE (C) CROWN COPYRIGHT. LICENCE NO. AL 100005220. Original Size (A1) 1:50 @ A1 1:100 @ A3 60564761-SKE-C-1.0-0002 This drawing has been prepared for the use of AECOM’s client. It may not be used, modified, reproduced or relied upon by third MILLHILL\60564761-SKE-C-1.0-0001TO0002.DWG Last saved by: Filename: PROJECT NUMBER BASED UPON THE ORDNANCE SURVEY MAPPING WITH THE PERMISSION OF HER MAJESTY'S STATIONERY OFFICE (C) CROWN COPYRIGHT. LICENCE NO. AL 100005220. 60564761 Last Plotted: 3m TWO WAY SHEET TITLE EXISTING SEGREGATED FOOTWAY CYCLEWAY 2m PARKING 7.2m CARRIAGEWAY EXISTING FOOTWAY ROUTE 1 TOWN CENTRE ROBERTSONM SECTION 6 Scale MILTON ROAD EAST TO MILLHILL F:\PROPOSALS\TRAFFIC - MUSSELBURGH ACTIVE TRAVEL NETWORK STUDY\EXECUTION\CAD\25-SKETCHES\ROUTE 1 TOWN CENTRE – MILTON ROAD EA 0 500 1000 2000 4000mm SHEET NUMBER Original Size (A1) 1:50 @ A1 1:100 @ A3 60564761-SKE-C-1.0-0002 This drawing has been prepared for the use of AECOM’s client. It may not be used, modified, reproduced or relied upon by third MILLHILL\60564761-SKE-C-1.0-0001TO0002.DWG Last saved by: Filename: BASED UPON THE ORDNANCE SURVEY MAPPING WITH THE PERMISSION OF HER MAJESTY'S STATIONERY OFFICE (C) CROWN COPYRIGHT.
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