604 General Arrangement · Lp Bus CATV Wm Bin Lp ICU BT CATV Mkr Lp Gas Mkr Mkr CATV Wo St St CATV...

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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

©

TaylorWimpey

plc

Wantage Road, Didcot

25.0

WHITE

BLUE 365mm

WHITE 580mm

Class RA2 (12899-1:2007) 0.22sq.m

966V2 30.0

WHITE

BLUE 510mm

WHITE 235mm

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

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1177

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Water

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PBW 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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WO

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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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GV

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KO79.42

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ICCL80.03

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BL

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Close Boarded Fence Ht=2.2m

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END

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Barleyfields

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

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Existing hard standing to be widened and re-surfaced

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Proposed cycle way to drop down to carrigeway level at the junction

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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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New 3.0m wide cycleway segregated from footpath.

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EF Edging - Flush Face

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32mm Face Cambridge Kerb.

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Grass verge to remain as existing. Seed where necessary to suit construction works.

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Visitor bay footway alignment amended to accord with Part M

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Existing footpath widened to 1.8m

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Footway to remain as existing.

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Proposed cycle way to drop down to carrigeway level at the junction.

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Channel height to remain as existing.

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Channel height to remain as existing.

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Existing footway to remain as existing.

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Existing vehicle crossovers to remain as existing.

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Side road junction narrowed to minimise length of advisory cycle lane

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400x400mm buff coloured tactile paving

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Side road junction narrowed to minimise length of advisory cycle lane

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Dished Channel

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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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Grass verge to remain as existing. Seed where necessary to suit construction works.

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New 1.5m raised cycleway.

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New 1.5m raised cycleway.

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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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Filter Drain

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Wantage Road

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Oxford Cres

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Drake Avenue

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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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Title

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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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5571:604

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P10

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LJW

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Section 278 Works

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General Arrangement

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Sheet 1

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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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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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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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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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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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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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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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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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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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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 with cycle/pedestrian friendly grating

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Footpath

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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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Sign Reference

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Height

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Mount Height

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955

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150mm

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150mm

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0.03 m²

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Class RA2 (12899-1:2007)

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0.860

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Bg

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Existing Back Gully/Gully

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g

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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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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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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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**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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WL2a

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1009A

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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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x-height

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Sign

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Mount Height 2.400m

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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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-

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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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Dished Channel

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Dished Channel

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Layout updated to accord with OCC comments

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KRS

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02.07.18

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P5

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Layout updated as per RSA2 comments

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KRS

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25.07.18

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P6

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Notes amended as per TA comments and layout change

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26.09.18

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P7

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KRS

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287.5

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100

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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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Material

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Scheme Ref.

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x-height

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Sign

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GWP

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North

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Amended as per TA (3) comments

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22.02.19

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P9

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KRS

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

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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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P10

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