drawing no. p/hs/thn/104600/tm/con-1b
TRANSCRIPT
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Drawing No.S J Barton BSc CEng MICE MIHT
OriginalA
Revision DateInits
Design Office
Project
Client
Engineer to Contract
Design Drawn Checked
Scale(s) @ A0 Approved Date
Drawing Title
Drawing No.
Planning, Transportation & Highways Service
Department of Place
Released
Strategic Director: Steve Hartley
P/HS/THN/104600/TM/CON-1B
SILSDEN PRIMARY SCHOOL
PROPOSED TRAFFIC MEASURES
PROPOSED 20MPH ZONE AND ASSOCIATED
TRAFFIC CALMING MEASURES.
(INDICITIVE PLAN).
N.T.S.
SP SP BA
04.11.19
Traffic & Highways North
Block 3 - Stockbridge Depot
Royd Ings Avenue
Keighley
BD21 4BX
Richard Gelder B.Eng(Hons), I.Eng, MICE
©
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22
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27
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Site
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Distribution
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Electricity
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15
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21
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HAWBER COTE DRIVE
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BANKLANDS LANE
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Path (um)
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1
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15
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12
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2
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25
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28
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4
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14
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22
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18
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Allotment Gardens
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20
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81
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2
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1
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15
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1
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2
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1
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14
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18
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20
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65
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59
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19
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21
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169.5m
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Cottage
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32
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Spring
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108
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HAWBER LANE
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Path (um)
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Path (um)
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Spring Bank
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Nursing Home
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Stone
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Garth
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Cemetery
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Path (um)
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143.3m
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100
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8
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40
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Farm
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Drabble House
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Drabble House
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Path (um)
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WAYSIDE MEWS
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11
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3
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26
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1
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COBBYDALE WAY
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24
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2
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HIGH DALE RISE
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9
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10
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5
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1
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14
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12
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16
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15
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17
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Path (um)
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5
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2
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13
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1
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1
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FLETCHER AVENUE
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1
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7
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AIREVILLE DRIVE
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1
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15
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12
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36
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57
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5
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51
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Path (um)
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84
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90
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11
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14
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2
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2
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8
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22
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34
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30
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El Sub Sta
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DALE VIEW
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BOLTON TERRACE
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DRIVER TERRACE
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BANKLANDS AVENUE
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HAWBER COTE LANE
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21
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30
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16
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Path (um)
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Path (um)
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Path (um)
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18
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16
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11
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4
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6
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8
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25
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37
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CRAVEN AVE
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CRAVEN GROVE
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DAISY CROFT
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DAISY HILL
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49
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1
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6
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18
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Middleway
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Hawber Cote
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1
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15
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61
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25
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12
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1
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1
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13
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25
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5
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17
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1
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11
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2
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14
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22
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18
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4
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16
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2
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Playground
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43a
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22
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7
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5
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18
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DAISY HILL
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Path (um)
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4 to 10
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Ribble Court
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4
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1
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3
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5
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12
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1
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6
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2
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4
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14
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44
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DON COURT
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NIDD COURT
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14
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49
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1
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15
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1
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7
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CRAVEN DRIVE
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CRAVEN COURT
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13
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28
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MALHAM
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Edge
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25
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43
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Hill
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Christopher
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Ct
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14
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1
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2
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4
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8
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11
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1
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WHARFE CT
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43
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1a
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2b
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4
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1d
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3a
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Howden
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36
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2
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12
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1
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2
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10
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1
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12
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WEATHERHEAD PLACE
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15
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33
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62
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35
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48
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A 6034
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11
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15
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27
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HOWDEN ROAD
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MILL BANKS
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6
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10
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12
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21
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1 to 4
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Wyndham
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COURT
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KEIGHLEY ROAD
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Ponderosa
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2
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15
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63
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37
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41
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Close
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Crofton
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54
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44
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40
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46
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House
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Washburn
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1
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3
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15
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Court
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7
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2
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THE MALLARDS
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THE FIELDFARES
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3
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1
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5
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10
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1
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5
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11
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5
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2
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17
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House
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40
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4
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Noble
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House
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16
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18
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30
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34
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36
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60
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3b
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3c
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3d
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2a
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1b
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Yard
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1
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Hall
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9
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30
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MIDDLEWAY
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33
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1
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7
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21
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9
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25
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13
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23
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Bramble Croft
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19
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11
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13
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20
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LONGBOTTOM AVENUE
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AIREVILLE CRESCENT
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JACQUES GROVE
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Jacques Fold
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60
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86
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74
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25
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20
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2
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2
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22
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1
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39
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Lyndale
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Arncliffe
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Meadows
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28
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20
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16
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23
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13
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9
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2
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6
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52
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4
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2
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AIREVILLE MOUNT
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14
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9
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OLD CORN MILL FOLD
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Factory
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Edge
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Waterloo Wharf
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Parkside
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House
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22
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20
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2
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4
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Wks
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65
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61
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57
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20
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Waterloo Mills
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Works
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2
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39
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35
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9
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25
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53
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43
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Sq
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Corn
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Low Bank House
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Leeds & Liverpool Canal
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Bank
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PH
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Cobbydale
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5
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9
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11
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7
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13
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29
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1
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16
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20
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22
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32
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18
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28
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12
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72
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70
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64
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61
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58
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68
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66
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29
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27
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ESS
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2
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106.7m
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LB
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Weir
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105.5m
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QUEEN ST
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74
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HAINSWORTH ROAD
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ST JOHN'S STREET
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NEW CLOSE AVE
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108.5m
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The Wharf
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14
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12
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16
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18
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5 to 24
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1
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9
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1
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18
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62a
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1
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14
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22
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10
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6
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12
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11
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15
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2
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AIREDALE MEWS
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AIRE VIEW
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Clifford
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Works
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Garage
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PO
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69
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35a
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34
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Garage
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Garage
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38
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36
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17
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Mill
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19
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1
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10
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16
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36
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to
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44
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50
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50a
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26
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34
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1 to 3
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12
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1
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2
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56
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44
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36
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105.5m
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Tow Path
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Hainworth
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38
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2
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25
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THE KINGFISHERS
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4
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24
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1
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7
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2
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4
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1
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Garage
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11
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15
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10
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MILL FIELD CT
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7a
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29
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30
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27
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26
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4
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64
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15
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ST JOHNS CLOSE
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Builders
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3
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Harwal Mews
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2
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1
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1
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1
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Harwal Mill
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11
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11
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12
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9
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7
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7
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6a
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46
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HIGHFIELD LANE
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22
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8
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EAST VIEW
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CHAPEL STREET
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WESLEY PLACE
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OAK VIEW
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2
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20
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3
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1
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14
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WEAVERS WALK
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45 to
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51
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53
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10
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4
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12
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14
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16
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BACK BRIGGATE
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Wks
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2
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4
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47
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1
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46
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Silsden Beck
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BELL SQUARE
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BRIGGATE
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18
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PH
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Garage
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The
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7
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21
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88
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Church
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Car Park
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FB
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2
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7
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9
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7
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11
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18
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SACKVILLE ROAD
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HUNTERS MEADOW
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30
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18
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20
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5
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14
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HILLCREST AVENUE
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HAYHILLS ROAD
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7
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9
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11
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15
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19
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21
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17
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8
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BECKSIDE COURT
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10
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7
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17
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27
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BACK LANE
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22
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15
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3
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23
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25 to
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31
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33
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35
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37 to
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43
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1
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14
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7
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33
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28
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21
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11
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20
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19
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11
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28
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20
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10
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11
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17
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3
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13
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23
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5
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22
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42
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NORTH STREET
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Hollybeck
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Punchbowl
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14
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16
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Thorner Bank
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64
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25
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13
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27
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3
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69
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12
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2
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71
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62
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15
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Car Park
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Club
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El Sub Sta
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PEAR TREE CT
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1
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3
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5
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21
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19
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31
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1
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40
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32
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24
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27A
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2
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10
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6
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The Old Police Station
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24
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5
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Berry Bridge
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20a
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BRIDGE ROAD
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Skatepark
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11
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9
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Tennis Court
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6b
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5
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4
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6
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10a
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10b
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5
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9
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10
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House
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Hill Farm
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Boat Yard
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Playground
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Pavilion
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New Close
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Garage
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Bridge
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Wks
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55
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32
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34
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44
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24
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The Old Methodist
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9
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MITCHELL LANE
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KIRKGATE
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BANKLANDS
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4
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2
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5a
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5b
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16
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17
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21
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59
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63
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Wks
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Beckside
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6
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2
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12
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11
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12
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1
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33
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23
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21
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Works
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Club
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Apple Tree
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Barn
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47
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55
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41
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44
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43
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Bank
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House
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Mitchell
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15
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17
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25
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BRIERDENE
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STIRLING ST
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2
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26
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32b
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10
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8
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14
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11
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Bowling Green
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St James's Church
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1a
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33
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37
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31
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11
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7
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1
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23
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El Sub Sta
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(PH)
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FB
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TCB
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2
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78
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80
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Meth Ch
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1
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15
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13
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14
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8
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13
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3
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2
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4
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1
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3
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9
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CLOG BRIDGE
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Chapel
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20
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10a
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2 to 6
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2
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4
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3
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SPENCER AVENUE
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39
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1
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5
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7
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14
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3
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3
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5
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13
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23a
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25
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2
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12
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1
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The Paddock
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2
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30
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1 to 7
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7
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2
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8
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NEW ROAD
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NICOLSONS PL
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Hainsworth St
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Silsden
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1
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The
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Old Vicarage
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Vicarage
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Hall
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Hall
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PH
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48
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17
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2
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BRIDGE STREET
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74
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10
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13
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11
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2
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52
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1
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7
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15
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7
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Car Park
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5
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Club
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PC
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El Sub Sta
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23
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19b
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38
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36
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34
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52
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49
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51
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11
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2
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4
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6
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16
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Posts
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3
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15
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17
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Edge Hill
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9
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8
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2
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16
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NEW CLOSE MILL FOLD
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23
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1
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24
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9
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7b
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31
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41
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26
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24
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18
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26
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28
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12a
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1
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3
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3 to 5
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11
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Library
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Skatepark
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2
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3
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1a
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11
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1
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3 to 33
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23
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War Meml
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Meml Gdns
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15
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18 to 22
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The Courtyard
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17
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LB
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41
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6
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2
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43
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30
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106
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Issues
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18
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24
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44
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9
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1
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91
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23
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65
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79
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CRAGG VIEW
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35
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2
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29
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BOLTON ROAD
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PICKARD LANE
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18b
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Highfield House
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D Fn
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2
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1
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3
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51
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42
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77
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1
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1
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82
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74
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3
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13
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20a
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18a
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32
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THORNER GROVE
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The
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Maltings
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Browfield Terrace
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6
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1
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19
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2
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20
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6
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19
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2
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SCHOOL
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SITE
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PROPOSED PUFFIN
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CROSSING
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ZONE
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20 mph
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Spring
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5
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3
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Sycamore Farm
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176.2m
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176.8m
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Ashwell House
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Meadow Croft
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Hawber Croft
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1
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Path (um)
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Track
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7
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HEBER CL
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1
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9
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3
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112
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4
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2
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11
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2
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1
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110
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6
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LB
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5
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116
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2
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5
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1c
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THANET GARTH
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COURT
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8
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DOBSONS
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2
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12
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9
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2
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16
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MALHAM
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3
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14
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4
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1
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1
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9
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4
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16
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CALDER WAY
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17
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El Sub Sta
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Aire
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15
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CLAYMORE RISE
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2
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WHARF
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11
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1
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1
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19
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9
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4
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1
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2
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24
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11
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SWALE CT
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17
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11
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105.2m
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1
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9
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6
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CHARLTON GROVE
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26
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19
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21
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18
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11
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5
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4
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3
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15
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Ct
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2
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6
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40
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4
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15
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14 to
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2c
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Filling
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GROUSE CLOSE
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LOW HOUSE DRIVE
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4
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WINDGATE
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8
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1
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23
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11
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15
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7
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2
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ROMBALDS CRESCENT
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12
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15
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30
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21
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8
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52
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12
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2
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96.3m
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46
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1
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10
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GLAISDALE CLOSE
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1
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Cobbydale Mills
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LB
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11
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1
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Low House Farm Court
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Station
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31c
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31a
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31b
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ROMANS
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ROMAND
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SEE NOTE 1
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30mm
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300mm
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300mm
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30mm
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SEE NOTE 1
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SEE NOTE 2
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300 (200)
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40mm
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300mm (1.9mx1.9m)
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SEE NOTE 1
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A
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TAPERED SUPPORT
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B
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A
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%%USECTION A-A
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B
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TAPERED SUPPORT
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EXISTING CARRIAGEWAY LEVELS
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EXISTING CARRIAGEWAY LEVEL
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METAL FRAME TO BE
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USED TO FORM
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PROFILE OF CUSHION
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%%USECTION B-B THROUGH 1.9m WIDE (1.6m WIDE) CUSHION
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600mm
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700mm
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600mm
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450mm (300mm)
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1m (1m)
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450mm (300mm)
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EXISTING
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CARRIAGEWAY
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LEVEL
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75mm(SEE NOTE 3)
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DIRECTION
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OF TRAVEL
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SAW CUT 30mm DEEP CHASE TO FIT THE FRAME AND ACHIEVE MINIMUM
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30mm DEPTH OF SURFACE COURSE.
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SCARIFY SURFACE WHERE ROAD CUSHIONS ARE TO BE CONSTRUCTED AND APPLY
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TACK COAT TO BOND NEW HUMPS WITH EXISTING CARRIAGEWAY.
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CUSHIONS SHALL BE MARKED WITH TEMPORARY WARNING TRIANGLES IN WHITE SPRAY
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PAINT IF THEY ARE TO BE TRAFFICKED BEFORE PERMANENT MARKINGS ARE APPLIED.
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1.
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2.
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3.
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4.
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5.
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- FOR 1.9m x 1.6m CUSHION (200mm WIDE AT SIDES AND 300mm ACROSS
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FRONT AND REAR).
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- FOR 1.9m x1.9m CUSHION (300mm WIDE ON ALL SIDES).
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%%UNOTES
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MINIMUM GAP FROM KERB TO CUSHION AND CUSHION TO CUSHION SHALL BE 750mm.
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WHERE CUSHIONS ARE CONTINUALLY PARKED OVER, MINIMUM GAP FROM KERB TO CUSHION
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MAY BE REDUCED TO 500mm.
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DISTANCES BETWEEN CUSHIONS, OR CUSHIONS AND KERB SHOULD NOT EXCEED 1200mm,
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WITH 1000mm AS IDEAL MAXIMUM.
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CUSHIONS SHALL BE CONSTRUCTED IN TWO LAYERS USING 30mm THICKNESS OF
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AC6 DENSE SURFACE COURSE 100/150 TO COMPLY WITH THE REQUIREMENTS OF
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BS 594987 AND BS EN 13108, AND UP TO 45mm THICKNESS REGULATING LAYER IN
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SAME MATERIAL, COMPACTED WITHIN METAL FRAME WITH VIBRATING WHACKER PLATE.
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SPACES LEFT AFTER REMOVAL OF FRAME TO BE FILLED WITH BITUMEN HOT POURED.
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FINISHED SURFACE LEVEL OF CUSHION TO BE 75mm AFTER COMPACTION.
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TOLERANCE IN FINISHED SURFACE LEVEL OF ROAD HUMPS IS ± 5mm.
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300 (200)
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SEE NOTE 1
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%%UTYPICAL 2 CUSHION DETAIL (NTS)
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DIRECTION
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OF TRAVEL
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200mm (1.6mx1.6m)
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%%UNOTES
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1. SAW CUT 30mm DEEP AROUND EDGE OF HUMP AND REMOVE EXISTING SURFACING 400mm WIDE TO FORM TIE-IN FOR
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SURFACE COURSE.
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2. SCARIFY SURFACE WHERE ROAD HUMPS ARE TO BE CONSTRUCTED AND APPLY TACK COAT TO BOND NEW HUMPS WITH
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EXISTING CARRIAGEWAY.
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3. HUMPS SHALL BE CONSTRUCTED IN TWO LAYERS USING 30mm THICKNESS OF AC6 DENSE SURFACE COURSE 100/150 TO
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COMPLY WITH THE REQUIREMENTS OF BS 594987 AND BS EN 13108, AND UP TO 45mm THICKNESS REGULATING LAYER
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IN SAME MATERIAL. HUMPS TO BE SEALED WITH BITUMEN HOT POURED. TOLERANCE IN FINISHED SURFACE LEVEL OF ROAD
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HUMPS IS ± 5mm.
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5. HUMPS SHALL BE MARKED WITH TEMPORARY WARNING TRIANGLES IN WHITE SPRAY PAINT IF THEY ARE TO BE TRAFFICKED
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BEFORE PERMANENT MARKINGS ARE APPLIED.
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7. ROAD MARKINGS TO BE UNDERTAKEN BY SEPERATE CONTRACTOR.
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CARRIAGEWAY
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3.7m
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500mm
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DRAINAGE CHANNEL
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200mm
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ROAD HUMP DETAIL
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DETAIL AT ROAD HUMP
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300mm
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200mm
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75mm
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75mm
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3.7m
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SEE NOTE 1
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LONGITUDINAL SECTION A-A
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VERTICAL SCALE EXAGGERATED
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TRANSVERSE SECTION B-B
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VERTICAL SCALE EXAGGERATED
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CIRCULAR ARC PROFILE
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A
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A
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B
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B
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%%UNOTES
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1. SAW CUT 30mm DEEP AROUND EDGE OF PLATEAU AND REMOVE EXISTING
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SURFACING 400mm WIDE TO FORM TIE-IN FOR SURFACE COURSE.
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2. SCARIFY SURFACE WHERE PLATEAU IS TO BE CONSTRUCTED AND APPLY TACK
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COAT TO BOND PLATEAU WITH EXISTING CARRIAGEWAY.
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3. PLATEAU SHALL BE CONSTRUCTED IN TWO LAYERS USING 30mm DEPTH OF
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DENSE MACADAM SURFACE COURSE WITH 0/6mm AGGREGATE SIZE TO
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BS 4987 PART 1, CLAUSE 7.5 AND UP TO 45mm DEPTH REGULATING LAYER
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IN SAME MATERIAL. PLATEAU TO BE SEALED WITH BITUMEN HOT POURED.
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TOLERANCE IN FINISHED SURFACE LEVEL OF ROAD HUMPS IS ± 5mm.
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5. PLATEAU SHALL BE MARKED WITH TEMPORARY WARNING TRIANGLES IN WHITE
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SPRAY PAINT IF THEY ARE TO BE TRAFFICKED BEFORE PERMANENT MARKINGS
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ARE APPLIED.
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DIRECTION
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OF TRAVEL
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A
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A
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1.5m
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6m
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CONTINUOUS LINE
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0.2m
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WARNING
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TRIANGLE
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%%USECTION A-A (NTS)
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SPEED TABLE DETAIL (FREE DRAINING)
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1.5m
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KERB LINE
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KERB LINE
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0.2m
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0.45m
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Ramp Gradient
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Gradient 1:20
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Ramp Gradient
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Gradient 1:20
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1.5m
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1.5m
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9m
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6m
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75mm
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3m
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3m
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1.2m
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0.75m
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CONTINUOUS LINE (100mm WIDE)
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NOT TO SCALE
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(SEE NOTE 1)
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6. ROAD MARKINGS TO BE UNDERTAKEN BY SEPERATE CONTRACTOR.
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1.2m
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1.2m
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0.75m
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3.0m
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3.0m
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3.0m
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3.0m
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3.7m
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CENTRE LINE MARKING
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DIAG 1004 (100mm)
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CONTINUOUS EDGE MARKING
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DIAG 1012.1 (100mm)
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6. ROAD MARKINGS TO BE UNDERTAKEN BY SEPERATE CONTRACTOR.
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(100mm WIDE)
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DRAINAGE CHANNEL
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200mm
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DRAINAGE CHANNEL
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200mm
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(NOT TO SCALE)
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NOT TO SCALE
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NOT TO SCALE
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EXISTING PARKING BAY
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SPEED CUSHION DETAIL
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ROUND TOP ROAD HUMP DETAIL
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(NOT TO SCALE)
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POSITION AND SPACING OF CUSHIONS TO BE DETERMINED ON-SITE BY DESIGN ENGINEER.
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POSITION OF ROAD HUMPS TO BE DETERMINED ON-SITE BY DESIGN ENGINEER.
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4.
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POSITION OF ROAD HUMPS TO BE DETERMINED ON-SITE BY DESIGN ENGINEER.
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4.
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Reproduced from the OS MasterMap by permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationary Office. Crown copyright 2008. All rights reserved. Licence number 100019304.
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SPEED ROUNDEL
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DIAG 1065 (4300mm Long)
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Existing lighting
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Column.
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2100
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DIAG 670 (300mm Dia)
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(back to back)
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REPEATER PLATES
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LEGEND
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PROPOSED SPEED ROUNDELS )(CARRIAGEWAY MARKING)..
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PROPOSED 20 MPH REPEATER PLATES.
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PROPOSED "ROUND TOP " ROAD HUMP..
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PROPOSED SPEED CUSHION (1.9m x 1.6m).
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PROPOSED SPEED TABLE.
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(FIX TO EXISTING LIGHTING COLUMN)
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NOTES
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THE PROPOSALS DETAILED ON THIS DRAWING ARE PRELIMINARY AND MAY BE SUBJECT TO CHANGE FOLLOWING THE STATUTORY CONSULTATION PROCEDURE.
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PROPOSED 20mph ZONE.
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DIRECTION
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OF TRAVEL
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DIRECTION
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OF TRAVEL
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%%UTYPICAL 3 CUSHION DETAIL (NTS)
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EDGE OF CARRIAGEWAY
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EDGE OF CARRIAGEWAY
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7.
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NOT TO SCALE
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CARRIAGEWAY MARKING
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EXISTING LIGHTING COLUMN.
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B
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SP
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08.11.19
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Notes and puffin crossing details
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SP
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04.11.19
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amended.