Download pdf - FARINGDON ROAD - A417...S1 S2 S3 S4 FARM PIECE WARE ROAD FARINGDON ROAD - A417 FARINGDON ROAD - A417. P01EPRDJInitial issue 30/09/19 P02SNNDJ Shared Footway/cycleway lengths amended

FARM

PIE

CE

WAR

E RO

AD

FARINGDON ROAD - A417


S

1

S

2

S

3

S

4

FARM

PIE

CE

WAR

E RO

AD



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

S

E

W

N 125m1:2500 0m 62.5m