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Construction CH1700-CH2239

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Construction CH1700-CH2239 CUTLINE CUTLINE CH2000 Notes: 1. Do not scale from this drawing. CH1950 2. Site verify all dimensions prior to construction INSTALL NEW SIGN AND NEW SIGN POST 3. Report all discrepancies to the Drawing Originator immediately SIGN POST SIZE AND FOUNDATION TBC 4. This drawing is to be read in conjunction with all relevant documents and drawings Chipping Norton SIGN REF 166. SITE ENGINEER TO SET CH1900 Bloxham 3.1m 5. All measurements are in meters unless otherwise stated. A361 OUT NEW LOCATION 6. 6. Remaining sections to be completed via full design process. CH1850 3.1m Residual Risk Assessment 3.3m Vv 11`.0 Broughton Wherever possible, risk is designed-out of this Single track RELOCATE PREVIOUSLY SET ASIDE proposal during the design process. Where this is road CH1800 300 yds SIGN, INSTALL NEW SIGN POSTS X Wv WITHIN 3.1m G not possible, the risk will be minimised and any PROPOSED SURFACING G ! residual significant risk will be noted and indicated Bodicote 3, SIGN POST SIZES AND Single track CH1750 by the symbol. CUTLINE CUTLINE FOUNDATION TBC SIGN REF 162 REF : NOTE 3 road 3.1m SITE ENGINEER TO SET OUT BT Trench CH1700 Key: NEW LOCATION Gate G Wv WITHIN PROPOSED SURFACING 3.1m REF : NOTE 3 Excavate existing surface bituminous material G dispose of to licensed disposal center. Up to 3.1m Vv A 361 CUTLINE DK G G wide from front of kerb. Approximate Area 3555m2 3.1m Trench for total scheme. Excavate existing verge to same level remove earth 3.1m TS and vegetation to licensed disposal center. BT Approximate Area 4438m2 for total scheme CP G Watercourse Ditch, to be cleared of vegetation and disposed of to licensed disposal center. G G Ditch BT COVERS WITHIN Highway Boundary PROPOSED SURFACING Ditch Retaining Barrier REF:- NOTE 3 Notes: Cattle Grid 1. Consult with OCC Tree Officer to assess impact upon CUTLINE existing tree and hedge root protection areas. Method of working and root protection method to be agreed. 2. Road signs to be relocated out of foot/cycleway or raised to minimum 2.4m height. (See note 6) about the full signing scheme. 3. Chamber cover and frame to be taken up and set to proposed levels. CG 4. Widths shown are maximum verge widths available. Proposed foot/cycleway width 2.5m to 3.0m where achievable with local narrowing for pinch points. 5. Extent of trees bushes and vegetation to be trimmed back. Trees within the path need to be removed and eco-plugged. Precise extent to be agreed on site with the Engineer. 6. The full signing for the A361 Shared Use Footway will be TIE IN PROPOSED completed once the construction for the A361 Shared Use Footway SURFACING INTO EXISTING scheme has been completed, (Applicable to `The Shared Used FOOTWAY AND Footway only`) CARRIAGEWAY FLUSH 7. Tie in detail for where proposed surfacing meets existing RELOCATE PREVIOUSLY SET ASIDE CUTLINE CUTLINE KERB LINE SURFACE surface course. CH2050 SIGN AND INSTALL NEW 750 mm SEE NOTE 7 Break out 600mm wide chase of existing surface course SIGN, SIGN REF 167 Break out 300mm wide chase of existing binder course INSTALL NEW SIGN POST 8. Reinstate area with appropriate thickness of new and binder SIZE AND FOUNDATION TBC and surface course material. CH2100 BT COVER WITHIN 9. Setting out of the works is to be agreed between Skanska SITE ENGINEER TO SET OUT PROPOSED SURFACING. Supervision Team, the sub-contractor and the Skanska Design NEW LOCATION REF : NOTE 3 Crouch Cottages Team. 10. Herbicide to be applied to where the kerbline meets the 3.1m current existing footway, specific Herbicide type TBC. 11. Crown of trees to be cleared up to 3.0m, locations and sub contractor details TBC. 3.1m 12. General Vegetation clearance to be undertaken during site CH2150 clearance. 13. Wildflower seed mix to be sown where any ground is disturbed, EM1 Basic general purpose meadow mix, locations TBC. 14. Refer to drawing no. 395030-SKA-HGN-BGR-DR-CH-0002A-D1 FOR DETAILS OF CP NEW JUNCTION WARNING SIGN 3.1m CH2200 CUTLINE TS Traffic CH2239 Counter G 3.1m Wv WITHIN G 2 G 1 PROPOSED SURFACING TP REF : NOTE 3 BTOH BTOH MH BLOXHAMG ROAD BTOH BTOH BT Gv Vv BTOH BTOH 1 09/09/2019 Scheme CH 1700 - CH 2239 JD TAJ BTOH BTOH G BTOH RE-LOCATE TRAFFIC COUNTER BTOH Rev Date Description Drn Chk'd LOCATION TO BE AGREED WITH TP OCC TRAFFIC MONITORING TEAM Revisions Cattle Grid SITE ENGINEER TO SET OUT ! Drawing Originator NEW LOCATION COMMUNICATE WITH HOUSE HOLDERS ABOUT PROPOSED WORKS IN ADVANCE TIE INTO EXISTING SURFACE Working On Behalf Of AT TOP OF DROP KERB Wykham Park SEE NOTE 7 CH 2239 END OF SCHEME Lodge Drawing Status SAP Code PRICING C.AT00296.01 Project Name A361 Safety Improvements - 395030 A361 Wooden Capping Title Original drawing sheet is A1 BANBURY 4" X 2" wooden rail nailed to wooden post 2.5 - 3.0m 4" X 4" wooden post Proposed to be concreted into the A361 Shared Footway footway width ground 4" X 2" wooden rail nailed Overlay existing New footway construction Construction to wooden post 1.627 path width varies 1.5m Timber Edging Type F3 to HSD/1100/030 150x25 softwood board, twice nailed with 50mm galvanized nails to 50x50x400 1 softwood pegs driven 25mm below the top of the board at 1m (Sheet 6 of 6) Target Crossfall 30 centers. Carriageway Nail timber edging to 4" x 4" wooden post to provide a retaining structure for the footpath. Scale @A1 Drawn by Checked by Approved by Timber Edging Type F3 to HSD/1100/030 Kerb 150x25 softwood board, twice nailed with JD TAJ TAJ 50mm galvanised nails to 50x50x400 1:500 softwood pegs driven 25mm below the Ultifastpath surfacing Drawn Date Checked Date Approved Date 50mm of Ultifastpath top of the board at 1m centres 26/09/19 08/10/19 08/10/19 Kerb Ditch Profile Existing path construction to remain and be regulated as required 50mm of Ultifastpath ST2 Concrete / Existing concrete edging to be removed Post Crete Drawing Number Rev © Crown copyright and database rights 2019 Ordnance Survey 100023343. You are permitted to use this 150mm standard sub-base material data solely to enable you to respond to, or interact with, the organisation that provided you with the data. Full depth construction (Conventional) Ditch retaining barrier detail 1 You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form. 395030-SKA-HKF-BLB-DR-CH-0002-D1-D1 File location: P:\60.Schemes\395030 A361 Safety Improvements\Skanska\07 Drawings\05 Working Drgs\A361 Shared Use Footway\CAD Files\395030-SKA-HKF-BLB-DR-CH-0002-D1-D1.dwg Printed by: Dawe1, Jeremy (IS).
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