605 General Arrangement...Lp Wall Ht 1m Tp Tp Bin Hedge ht 1.3m Lp BT Bus 45 St Grass St Tp Grass...

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For Approval

MJA CONSULTING C I V I L A N D S T R U C T U R A L E N G I N E E R S Monarch House, Barton Lane, Abingdon, Oxon, OX14 3NB Tel:

01235 555173

Fax: 01235 523226

©

·

·

·

S5

S2 S3

S4

Wantage Road, Didcot

966V2 30.0

WHITE

BLUE 510mm

WHITE 235mm

Class RA2 (12899-1:2007) 0.12sq.m


958.1 50.0

WHITE

BLUE 825mm

WHITE 800mm

Class RA2 (12899-1:2007) 0.66sq.m

Foxhall Road

Manor C

rescent

Sherwood

Road

Drake A

venue

Oxford C

rescent

Slade Road

Glyn Avenue

Wantage Road Wantage Road

Wantage Road

1 2

TaylorWimpey

plc

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Existing speed camera and street furniture to be repositioned due to site constraints.

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Footpath to be resurfaced

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Zebra beacon and telegraph pole to be relocated, tactile paving to be amended to suit new layout

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Localised footway widening.

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Proposed cycleway to drop down to carriageway level at the junction.

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Existing verge to be excavated to create 1.5m wide cycleway.

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Section of existing footway to be broken out for 1.25m advisory cycle lane. Localised narrowing due to BT junction box

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Existing kerb outlet to be removed. New PCC gully to be constructed and connected into existing lateral where possible where possible where possible

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Existing kerb outlet to be removed. New PCC gully to be constructed and connected into existing lateral where where where possible.

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Zebra and zig-zag line markings to be amended co conform with Chapter 5 guidelines. TRO amendment is not required

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Existing vehicle crossovers to be broken out for new 1.5m cycleway.

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Footway to remain as existing.

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Channel height to remain as existing.

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Minimum 1.3m wide on carriageway advisory cycle lane. SolarLite uni-directional road studs to be installed across road junction and between Diag 1004 road markings.

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Channel height to remain as existing.

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Existing vehicle crossovers to remain as existing.

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New PCC gully to be constructed and connected into existing lateral where where where possible.

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1.5m wide advisory cycle lane

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32mm Face Cambridge Kerb.

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Kerb to remain as existing.

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Advisory cycle lane minimum width of 1.5m to be maintained across junction. SolarLite uni-directional road studs to be installed across road junction and between Diag 1010 road markings.

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Bus stop cage markings to remain as existing.

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New 1.5m raised cycleway.

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Existing kerb outlet to remain. New PCC gully to be constructed and connected into existing lateral where possible where possible where possible

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Proposed dished channel drain and gullies to cater for footway surface run-off. gullies to connect into surface water catchpit.

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Proposed dished channel drain to cater for footway surface run-off. Gullies to connect into surface water catchpit.

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DYL to be reinstated along the new kerb line and to tie in with existing

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Existing crossing points to be relocated and widened to suit new junction radii

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Severity of offset camber will be considered during site inspections. If areas are more excessive than others, additional planning and resurfacing maybe required

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Dished Channel

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Advisory cycle lane narrowed to 1.2m to avoid underground BT manhole chamber.

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Existing footway widened and resurfaced

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Footpath levels to remain as existing. Surface water to fall to existing levels.

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Speed camera to be relocated and reconnected. Edge if speed camera to be set back 450mm from front face of kerb

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Wantage Road

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Manor Cres

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Drake Avenue

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New tactile paving at crossing point

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Existing speed camera and street furniture to be repositioned due to site constraints.

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Existing tree canoies to be cut back as not to cause collision with cyclists.

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Existing kerb outlet to be removed. New PCC gully to be constructed and connected into existing lateral where where where possible.

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Existing vehicle crossovers to be broken out for new 1.5m cycleway.

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Footway to remain as existing.

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Final position of relocated sign to be confirmed by highway inspector

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New PCC gully to be constructed and connected into existing lateral where where where possible.

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New footway connection in place of existing.

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1.5m wide advisory cycle lane

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1.5m wide mandatory cycle lane

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1.5m wide advisory cycle lane.

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Dropped kerb access for cyclists. 'End of Cycle Route' sign to be installed on existing footway.

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WL10

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WL6

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WL6

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g

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WL10

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WL10

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WL10

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WL10

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-

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F

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-

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F

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DYL to be reinstated along the new kerb line and to tie in with existing

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Severity of offset camber will be considered during site inspections. If areas are more excessive than others, additional planning and resurfacing maybe required

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Bg

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g

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WL10

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Speed camera to be relocated and reconnected. Edge if speed camera to be set back 450mm from front face of kerb

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DK0

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Manor Cres

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Broadway

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Wantage Road

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New tactile paving at crossing point

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E 451950.000

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N 190000.000

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Assumed back of highway extent. Highway extent to be confirmed prior to works start. Vegetation within highway to be cut back.

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Assumed back of highway extent. Highway extent to be confirmed prior to works start. Vegetation within highway land to be cut back.

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Existing traffic sign to be repositioned closer to roundabout

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Existing footway widened to 3m to allow for shared footway/cycleway

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Existing footway widened to 3m to allow for shared footway/cycleway

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Existing telegraph pole to be relocated - Statutory undertake to confirm final position

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WL5

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WL5

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WL4

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WL4

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SolarLite uni-directional road studs to be installed across road junction and between Diag 1004 road markings.

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DK0

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DK0

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WL12

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WL12

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WL5

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This drawing is the copyright of Michael A Jennings Associates Limited and may not be copied, altered or reproduced in any way without their permission.

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Client

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Project

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Scale

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Checked

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Date

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Drawn

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Drawing No.

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Rev

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REV. No.

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DATE

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DESCRIPTION

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INITIALS

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Wantage Road

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Didcot S106

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1:250@A0

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May '17

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KS

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5571:605

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P13

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LJW

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Section 278 Works

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General Arrangement

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Sheet 2

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ERNEST ROAD

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A 4130

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2

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8

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12

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14

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16

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16a

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18

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20

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1

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59

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67

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65

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69

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79

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22

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8

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TCB

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LB

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75.3m

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3

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B 4493

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17

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22

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GLYN AVENUE

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19

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21

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11

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13

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MANOR CRESCENT

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30

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2

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6

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El

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Sub Sta

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Didcot Girls School

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Drain

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18

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9

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11

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20

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18

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20

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6

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Allotment

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Gardens

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BM

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80.97m

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80.3m

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SLADE

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ROAD

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79.7m

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BM

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79.04m

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78.4m

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El

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Sub

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Sta

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OXFORD

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CRESCENT

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Track

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Playing Field

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Drain

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PIXTON CLOSE

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Manse

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SHERWOOD ROAD

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LB

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77.2m

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TCB

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El

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Sub Sta

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Garage

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PH

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BM 77.07m

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The Wheatsheaf

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MANOR

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CRESCENT

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75.6m

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Didcot

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Baptist

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Hall

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Hall

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GLYN AVENUE

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El Sub

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Sta

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FOXHALL ROAD

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A 4130

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Allotment

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Gardens

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BROADWAY

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74.7m

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PH

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BM

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75.41m

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PC

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74.9m

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74.4m

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EDMONDS COURT

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Track

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Pond

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Didcot Hospital

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Allotment Gardens

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DRAKE

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AVENUE

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76.5m

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COLBOURNE ROAD

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74.3m

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35

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23

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13

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1

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178

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176

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26

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22

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128

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116

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8

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14

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20

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10

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2

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174

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164

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152

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144

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128

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118

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106

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94

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82

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1

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13

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17

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29

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41

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53

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65

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77

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104

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92

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80

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68

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56

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44

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32

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20

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10

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2

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80

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68

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62

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1

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3

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1

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15

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16

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2

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5

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7

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14

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2

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50

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40

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30

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1

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7

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10

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6

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26

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14

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2

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1

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13

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2

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1

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1

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9

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1 to 6

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15

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7

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8

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12

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9

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27

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9

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17

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29

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41

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8

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20

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32

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44

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2

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16

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28

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40

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31

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23

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13

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1

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79

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67

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57

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2

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12

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2

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14

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2

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8

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8

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1

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1

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14

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102

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29

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13

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1

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46

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DIDCOT

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B 4493

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43

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37

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Garage

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Church

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1177

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Tk

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Filling Station

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43

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45

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51

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Water

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PBW Ht=1m

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Metal Rail Fence Ht=1m

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CLW Ht=1m

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CBF Ht=1.6m

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MHCL79.29

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Asphalt

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Asphalt

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Asphalt

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ICCL79.45

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BT

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BT

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SV's

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SC's

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TV

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GY

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GY

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SV

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SV

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TV

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TV

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GY

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WO

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SV

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SV

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Brickwall Ht0.75m

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Privet Ht1.0m

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Wooden Fence Ht2.0m

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PWF 1.2m

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WO

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LP

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TP

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GV

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RS

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ICCL79.48

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MK

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MK

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MK

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MK

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KO79.42

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BT

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RS

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LP

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MK

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LP

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ICCL80.03

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SV

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BT

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RS

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KO79.48

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ICCL79.78

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SV

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ICCL80.06

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EP

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EP

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KO79.56

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RS

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TV

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LP

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SV

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ICCL80.07

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ICCL79.97

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MK

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BL

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MK

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SC

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Residential

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Close Boarded Fence Ht=2.2m

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Ridge=86.70

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Eaves=84.36

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Eaves=84.20

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Ridge=87.06

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Eaves=83.44

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Ridge=86.24

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Ridge=86.69

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Eaves=83.81

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Ridge=86.70

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Eaves=83.85

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Ridge=81.95

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Eaves=81.26

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Ridge=86.09

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Eaves=83.49

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Eaves=83.31

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Ridge=85.76

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Eaves=82.83

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Ridge=85.41

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Eaves=82.22

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Ridge=85.27

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Eaves=81.91

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Ridge=85.00

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Eaves=82.80

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Ridge=85.20

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Ridge=85.19

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Eaves=82.77

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Eaves=82.81

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Eaves=81.77

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Ridge=86.22

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Eaves=81.39

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Ridge=85.83

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Ridge=85.92

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Eaves=81.51

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Eaves=81.74

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Ridge=86.10

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Eaves=81.05

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Ridge=84.52

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BTIC

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BTIC

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BTIC

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BTIC

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IC

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IC

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GV

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GV

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GV

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GV

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GV

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BT

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Post

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Post

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Post

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Post

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Post

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FH

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Ridge=85.74

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Ridge=83.92

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Eaves=81.92

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Eaves=80.42

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Ridge=83.87

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Ridge=83.48

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Eaves=80.94

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Eaves=80.05

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Ridge=82.88

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Ridge=83.30

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Eaves=80.26

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Eaves=81.00

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Ridge=83.23

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Flat Roof=82.58

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IC

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FH

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FH

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FH

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FH

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FH

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GV

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BTIC

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BTIC

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Post

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Post

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Post

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Post

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Post

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Post

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Post

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Post

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BTIC

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225mm

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225mm

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150mm

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150mm

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MH FW CL77.84 IL76.18

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225mm

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MH FW CL78.67 IL76.05

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225mm

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225 mm

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225 mm

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225mm

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MH FW CL78.52 IL75.92

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225mm

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SIGN NOTES: Edge of signs to be set back 600mm (minimal 450mm) from front face of kerb. Sign pole to have a GA2 point finish, coloured aircraft grey.

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Construction Notes: 1. Do not scale from this drawing. 2. All dimensions in metres. 3. All levels relate to ordnance datum. 4. This drawing is based on the latest Architectural planning layout and shall be read in conjunction with all other relevant longitudinal sections and construction drawings. 5. Any discrepancies with any of the drawings shall be reported to MJA Consulting Engineer. 6. The level and location of all existing services shall be verified on site by the Contractor before commencing any construction work. 7. Contractor must comply with all current legislation relating to CDM, Health and Safety and COSHH. 8. All finished floor levels are shown on the drawing for guidance only and may need to be adjusted on site. However there is to be no deviation without prior approval 9. Existing highway drainage network including gully connections to be investigated and in full working order prior to any new drainage is installed. Min. 150mm gully connections to be installed.

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10. Any existing services currently within the Any existing services currently within the proposed footway will require lowering/protecting or diverting to the satisfaction of the statutory undertaker. Any amendments to the existing services to be agreed prior to commencement of S278 works 11. If any services are encountered during If any services are encountered during the construction phase, Oxfordshire County Council to be contacted and any diversionary, lowering/raising or protecting of services to be agreed. 12. All new ironwork to be D400 standard. 13. All road markings to be removed by water hydro blasting and not by mechanical means. New lines to be accordance with revised traffic regulation order. 14. Lighting levels on Wantage Road to be maintained during works. 15. Existing gullies and kerb drainage to be broken out where indicated. Backfilling to precast gullies to shall be carried out to sub-base formation with general fill material Class 1 comapacted in compliance with clause 612. Where mechanical compaction is impractical, backfilling to shall be in ST2 concrete, Redundant Lateral connections to be grouted from the downstream manhole. 16. Insitu CBR test required. OCC to confirm testing positions.

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DIAG 1023

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Road Junction Triangle

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Cycle Triangle

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Zig-Zag Marking

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Zig Zag Markings

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Layout updated to accord with OCC comments

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KRS

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10.08.2017

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P2

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Preliminary issue

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LJW

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28.04.2017

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P1

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Kerb height references updated.

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LJW

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23.08.2017

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P3

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Mount Height 2.400m

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Material

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Scheme Ref.

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Ref.

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SIGN FACE

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x-height

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Sign

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965

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30.2

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BLACK

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WHITE

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BLACK

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Class RA1 (12899-1:2007)

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0.10sq.m

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325mm

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300mm

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**WL7 Diag 1059

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100

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250

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1000

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175

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100

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Scheme Ref.

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SIGN FACE

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x-height

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Sign

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Mount Height 2.400m

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Scheme Ref.

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SIGN FACE

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MARK

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WHITE LINING SCHEDULE

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Give Way Markings Road marking gap between top/bottom 300mm Cycle marking gap between top/bottom 150mm

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LINE No

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REFERENCE No

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WL1

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WL2

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WL3

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1004

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1009

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1003

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600

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600

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4000

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2000

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300

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300

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GAP

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WIDTH

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200

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100

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100

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Lane Markings

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Edge of carriageway

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DESCRIPTION

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WL4

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1023

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625x1875/1250x3750

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Give Way Triangle Marking

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WL5

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1057

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750x1215

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Cycle Lane Marking

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300

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150

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100

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WL6

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1049

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Footway/Cycleway central Delineator

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-

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-

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150

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WL7

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1059

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Route Direction Arrows* Width Varies

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1000 high

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WL8

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WL9

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1055.1

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Studs

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100x100 @ 500 centres

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1040

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Lane Hatching

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4000

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2000

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100/150

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WL10

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1010

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Cycle Lane Marking Through Junction

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1000

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1000

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150

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WL11

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1024

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'SLOW' Marking

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1600 High

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WL2A

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1009A

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-

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-

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150

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1049.1

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Edge of Cycle Lane

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Layout updated to accord with OCC and RSA 1 comments

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LJW

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05.02.2018

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P4

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Key

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Proposed Cycle Route

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Advisory Cycle Lane across junctions

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Verge

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g

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Gully

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Footpath

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Bg

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Existing Back Gully/Gully

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g

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Hazard Corduroy Paving - Raised Ribs

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Gully and Manhole Cover Notes: No gaps between the frame and cover wider than 15mm. Transverse bars or 'portcullis' type bars on cover. Recessed gully frames raised to be flush (tolerance ± 5mm) with surface.

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Linear drain

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Linear Drain

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Amended as per OCC comments

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02.07.2018

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P5

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KRS

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Drawing amended as per RSA2 added

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25.07.18

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P6

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KRS

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Sign Reference

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Height

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Width

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Area

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Material

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Mount Height

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956

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300mm

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300mm

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0.16 sq.m

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Class RA2 (12899-1:2007)

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2300

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Notes amended as per TA comments and layout change to avoid BT services

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26.09.18

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P7

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KRS

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600

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300

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150

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Diagonal marking at start of cycle lane

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Amended as per TA (2) comments

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09.11.18

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P8

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KRS

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Amended as per TA (3) comments and cycle link to Foxhall Road added

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22.02.19

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P9

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KRS

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Shared path/cycleway to Foxhall Road amended

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25.03.19

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P10

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KRS

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New street lighting - See OCC lighting drawings A4445 (Sheet1 & Sheet2) for specification.

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Street lighting added as per OCC lighting drawing A4445

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KRS

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29.05.19

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P11

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Give way lining at Glyn Avenue crossing amended

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KRS

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30.01.20

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P12

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Proposed speed camera location added

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KRS

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31.01.20

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P13

Date post:	11-Nov-2020
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605 General Arrangement...Lp Wall Ht 1m Tp Tp Bin Hedge ht 1.3m Lp BT Bus 45 St Grass St Tp Grass...

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