FARINGDON ROAD - A417...S1 S2 S3 S4 FARM PIECE WARE ROAD FARINGDON ROAD - A417 FARINGDON ROAD -...
Transcript of FARINGDON ROAD - A417...S1 S2 S3 S4 FARM PIECE WARE ROAD FARINGDON ROAD - A417 FARINGDON ROAD -...
FARM
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FARINGDON ROAD - A417
FARINGDON ROAD - A417
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FARM
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FARINGDON ROAD - A417
FARINGDON ROAD - A417
P01 EPR DJ Initial issue 30/09/19
P02 SNN DJ Shared Footway/cycleway lengths amendedto OCC comments
08/10/2019
NOTES
1. All dimensions and levels are in metres unless otherwise noted
2. This drawing is to be read in conjunction with the relevantArchitect's/Engineer's drawings, specifications and CDMdocumentation
3. This drawings has been produced electronically and may havebeen photo reduced or enlarged when copied. Work to figureddimensions only (DO NOT SCALE). All dimensions to be checked onsite. Any errors or omissions to be reported to the engineerimmediately.
4. This drawing contains coloured lines / information that may not beclear if reproduced in black and white.
5. Digital copies of this plan can only be considered accurate ifsupplied directly by Infrastruct CS Ltd.
S4 - TECHNICAL APPROVAL
S4
DRAWNREV CHECK
DRAWING TITLE
ENGINEERSCALE @ A1
CLIENT
Infrastruct CS Ltd
PROJECT
PROJECT
DRAFT
APPROVED
SHEET NO.
ISSUEDATEREVISION COMMENTS
ORIGIN PHASE LEVEL TYPE ROLE NO.
PROJECT NUMBER DATESTATUS
REVISION
Faringdon RoadStanford In The ValeOxon
3122
FARW ICS RA XX DR C
The
Stab
les,
High
Cog
ges F
arm
, Hig
h C
ogge
s, W
itney
, OX2
9 6U
N - T
el: 0
1993
709
709:
info
@in
frastr
uctc
s.co.
uk
Where quality lives
David Wilson Homes
Shared Footway/Cycleway ConsultationPlan - Ware Road Roundabout
007 P02
1/1
September 19
DJ
EPR
TST
X:\ICS Jobs\3100 Jobs\3122-FARW-Faringdon-Ware Roads (DWH)\01 - Design\B - S278\3122-FARW-ICS-M2-C - S278 Roundabout.dwg
10.0m1:200 0m 5m
1. All works to be in accordance with Specification for HighwayWorks and to the satisfaction of Oxfordshire County Council.
2. Where required, existing road markings shall be removedmechanically (NOT using Compressed Air) eg: Hydro Blasting orsimilar approved.
3. Existing road markings within Section 278 Works to be replenishedas agreed with Oxfordshire County Council.
4. All signs shall have at least a minimum of 450mm between theedge of the sign and the kerb face.
5. All cycleway footway signs to be erected a minimum of 2.4m fromthe finished land to the bottom of the sign.
6. Sign post foundations to be ST4 concrete.
Where quality lives
David Wilson Homes
S
E
W
N
TSRG 956
TSRG 956
New non-illuminated signs,shared pedestrians/cyclistsmounted at height 2.4m tounderside of sign. TSRG 956
TSRG 956
TSRG 956
New non-illuminated signs,shared pedestrians/cyclistsmounted at height 2.4m tounderside of sign. TSRG 956
ALL ADOPTABLE SECTION 278 WORKS SHALL BECONSTRUCTED TO THE SATISFACTION OF OXFORDSHIRECOUNTY COUNCIL HIGHWAYS INSPECTORS
Lining to tie intoexisting right turn lining
TSRG 956
TSRG 956
Notes
a. All works to be carried out in accordance with the approveddrawings, the Specification For Highway Works and to thestatisfaction of the approving highway authority inspectors.
b. Road markings shall be laid out in accordance with the "Traffic Signs Regulations and General Directions 2016 " andthe " Traffic Signs Manual Chapter 5 - 2003 "
c. All redundant road markings shall be removed byHydroblasting.
d. All road signs shall be mounted a minimum clearance of450mm from the carriageway channel or kerbline.
e. Road sign locations shown are indicative and the finalposition shall be confirmed with the highway inspector.
f. Road marking Specification - Type 1 (100m/m2/lux)
g. Day visibility - Luminance factor of all white thermoplasticroad markings shall be a minimum of 80 complying with Table5 :Class IF6:BSEN1871.
h. The lluminance factor of all yellow thermoplastic roadmarkings shall be a minimum of 50 complying with Table 5:Class IF6:BSEN1871.
i. Night visibility - Immediately after application and throughoutthe period of 24months thereafter, reftroflectivity of all whitethermoplastic road markings shall not be less than100mcd/m2/lux, when measured in accordance with Table 2 :Class R2 of BSEN1871.
j. Type 1 - 100mcd/m2/lux 2 year perfaormance specification isto be used for all general lining. Existing road markings to beremoved during the resurfacing of the carriageway are not tobe replaced. Only carriageway markings specified on thisdrawing are to be installed.
TSRG 956
Area of existing segregated footway/cycleway tobecome shared
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N 125m1:2500 0m 62.5m