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CAIRNGORMS NATIONAL PARK AUTHORITY Planning Committee Agenda Item 5 Appendix 1 11/12/2020
AGENDA ITEM 5
APPENDIX 1
2020/0108/DET
PLANS
N
Application Boundary100m50m0
01
592_240
Weathering steel
Granite to match historic bridge
Fair faced concrete copings
Timber security fencing
THIS DRAWING IS COPYRIGHT. ALL RIGHTS RESERVED. DO NOT SCALE FROM THIS DRAWING: WORK FROM FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE IN mm, UNLESS OTHERWISE STATED.
Project
Great Western Studios, 65 Alfred Road, London W2 5EUt 0207 034 0088 | f 0207 034 0099
LONDON
Ardoch, Crathie, Aberdeenshire AB35 5UNt 01339 742047 | f 0207 034 0099
[email protected] | www.moxonarchitects.com
SCOTLAND
Drawing Title
Drawing No. Rev.
Status
Project No.
Date
Scale
Drawn by Checked by
Size A1 (841x594mm)
03
1 : 200
Gairnshiel Bridge
Elevation
592_230
Information
592
18/08/20JK BMA1 : 200
01Elevation
REV DATE DESCRIPTION DRW CHK
01 12.12.18 Information AH BMA
02 14.02.20 Information JK BMA
03 18.08.20 Information JK BMA
2 Datum 100
+100.00
01
592_241
3 Deck Level
+101.67
Verge Carriageway Verge
180060001800
15
25
Weathering steel
In-situ concrete deck
Fair faced concrete parapet
Locally sourced granite to match historic bridge
Fair faced concrete coping
1
592_261
10
00
THIS DRAWING IS COPYRIGHT. ALL RIGHTS RESERVED. DO NOT SCALE FROM THIS DRAWING: WORK FROM FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE IN mm, UNLESS OTHERWISE STATED.
Project
Great Western Studios, 65 Alfred Road, London W2 5EUt 0207 034 0088 | f 0207 034 0099
LONDON
Ardoch, Crathie, Aberdeenshire AB35 5UNt 01339 742047 | f 0207 034 0099
[email protected] | www.moxonarchitects.com
SCOTLAND
Drawing Title
Drawing No. Rev.
Status
Project No.
Date
Scale
Drawn by Checked by
Size A1 (841x594mm)
03
1 : 50
Gairnshiel Bridge
Detailed Cross Section
592_260
Information
592
18/08/20JK BMA
REV DATE DESCRIPTION DRW CHK
02 14.02.20 Information JK BMA
03 18.08.20 Information JK BMA
1 : 501
Detailed Cross Section
1m 10m
01
592_241
01
592_240
THIS DRAWING IS COPYRIGHT. ALL RIGHTS RESERVED. DO NOT SCALE FROM THIS DRAWING: WORK FROM FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE IN mm, UNLESS OTHERWISE STATED.
Project
Great Western Studios, 65 Alfred Road, London W2 5EUt 0207 034 0088 | f 0207 034 0099
LONDON
Ardoch, Crathie, Aberdeenshire AB35 5UNt 01339 742047 | f 0207 034 0099
[email protected] | www.moxonarchitects.com
SCOTLAND
Drawing Title
Drawing No. Rev.
Status
Project No.
Date
Scale
Drawn by Checked by
Size A1 (841x594mm)
02
1 : 200
Gairnshiel Bridge
Deck Level Plan
592_221
Information
592
14.02.2020JK BMA1 : 200
01Deck Level Plan
REV DATE DESCRIPTION DRW CHK
01 12.12.18 Information AH BMA
02 14.02.20 Information JK BMA
Weathering steel beam
In-situ concrete deck
Fair faced concrete parapet
Locally sourced granite to match historic bridgeThickness = 250mm min
Fair faced concrete coping with rounded corner to create softer edge on internal face.
Drip check detail
350 250 75
R 100
R 50
R 2
50
10
00
Shadow gap
Drip check
THIS DRAWING IS COPYRIGHT. ALL RIGHTS RESERVED. DO NOT SCALE FROM THIS DRAWING: WORK FROM FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE IN mm, UNLESS OTHERWISE STATED.
Project
Great Western Studios, 65 Alfred Road, London W2 5EUt 0207 034 0088 | f 0207 034 0099
LONDON
Ardoch, Crathie, Aberdeenshire AB35 5UNt 01339 742047 | f 0207 034 0099
[email protected] | www.moxonarchitects.com
SCOTLAND
Drawing Title
Drawing No. Rev.
Status
Project No.
Date
Scale
Drawn by Checked by
Size A1 (841x594mm)
03
1 : 10
Gairnshiel Bridge
Parapet Drip Detail
592_261
WIP
592
18/08/20JK BMA
1 : 101
Parapet Detail
REV DATE DESCRIPTION DRW CHK
03 18.08.20 Information JK BMA
S
T
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3
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1
4
6
3
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4
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3
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4
2
3
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5
3
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1
P
T
R
S
2
0
0
250
0
50
New Invercauld
Estate Access
Overhead Telecom cable
to be diverted
7.9m of localised verge
6.000
R
1
1
m
7
.
2
0
0
R
1
5
m
Mainline Road
Restraint System
Tie in to existing
Junction tie-in to existing
A939 mainline
New Invercauld Estate Access
New Field Access
Livestock crossing
Dalphuil Access
327.887
326.433
328.536
218.176
367.529
47.773
326.932
414.561
New Gairnshiel Bridge
Design Chainage
Existing Level
Proposed Level
Horizontal Alignment
Vertical Alignment
Datum = 323.0
418.248
0.000
418.248
0.000
418.248
0.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
80.000
90.000
100.000
110.000
120.000
130.000
140.000
150.000
160.000
170.000
180.000
190.000
200.000
210.000
220.000
230.000
240.000
250.000
260.000
270.000
280.000
290.000
300.000
310.000
320.000
330.000
340.000
350.000
360.000
370.000
380.000
390.000
400.000
410.000
418.248
327.008
326.843
326.743
326.703
326.717
326.670
326.642
326.543
327.016
326.992
327.393
327.706
328.059
328.185
328.400
328.513
328.737
328.904
328.437
328.260
328.329
327.890
328.117
326.828
323.898
323.990
324.189
323.445
323.258
323.406
324.488
324.942
326.150
326.567
326.466
326.410
326.512
326.602
326.520
326.442
326.525
326.699
327.016
326.963
326.429
326.876
327.984
328.404
328.578
329.111
328.530
327.391
326.877
326.428
328.406
328.406
329.139
327.008
325.982
328.425
328.398
327.380
326.877
327.008
326.680
327.220
328.406
328.699
327.816
327.159
326.877
327.008
326.850
326.691
326.554
326.467
326.430
326.443
326.506
326.618
326.781
326.994
327.256
327.516
327.743
327.937
328.097
328.224
328.318
328.378
328.405
328.411
328.460
328.558
328.707
328.860
328.980
329.066
329.119
329.139
329.125
329.078
328.998
328.885
328.738
328.557
328.344
328.097
327.545
327.323
327.150
327.000
326.877
DCL=48.000
R=255.000 L=43.891
CL=48.000CL=46.500R=-90.000
L=32.254
CL=46.500D=73.370
R=-127.000 L=45.285
D=31.580
R=-3000.000 L=85.718R=-3000.000 L=140.038m
P=1.500%
L=18.838
R=2000.000 L=87.980R=2000.000mR=2100.000m
L=35.143m
L=30.560m
P=1.586%
L=20.702
Design Chainage
Existing Level
Proposed Level
Horizontal Alignment
Vertical Alignment
Datum = 328.0
0.000
29.668
0.000
29.668
0.000
29.668
0.000
10.000
20.000
29.668
328.334
328.323
328.366
328.248
328.334
328.753
328.322
328.334
328.309
328.753
328.334
328.323
328.479
328.753
328.334
328.337
328.511
328.753
D=29.668
R=500.000
L=13.532
P=2.500%
L=10.971
P=1.471%
L=0.185
Tie in to existing
Tie-in to proposed A939 mainline
328.789
29.576
Tie in to existing
Tie-in to proposed A939 mainline
32
6.6
45
1.1
31
Design Chainage
Existing Level
Proposed Level
Horizontal Alignment
Vertical Alignment
Datum = 326.0
0.000
12.411
0.000
12.411
0.000
12.411
0.000
10.000
12.411
326.686
326.665
326.744
326.656
326.744
326.601
326.656
326.582
326.744
326.656
326.607
326.666
326.744
326.656
326.744
D=12.411
P=1.000%
R=120.000
L=4.902 L=5.153
P=3.294%
L=2.355
S
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5
2
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5
1
4
3
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7
1
9
P
T
R
S
P
E
P
T
P
T
P
T
3
2
4
.
4
4
4
P
T
P
T
P
T
0
2
0
0
5
0
1
0
0
1
5
0
2
0
0
250
300
3
5
0
4
0
0
0
1
0
50
1
0
0
1
5
0
0
1
0
A
9
3
9
t
o
T
o
m
i
n
t
o
u
l
New Invercauld
Estate Access
New Field Access / livestock crossing
Overhead Telecom cable
to be diverted
River Gairn
Proposed A939 Southern
Mainline widening.
7.2m of localised verge widening to
accommodate 120m Stopping Sight
Distance and mainline VRS.
7.9m of localised verge
widening to accommodate
90m Stopping Sight
Distance
New major/minor junction with A939 south
Dalphuil Access
6.000
R
1
1
m
7
.
2
0
0
6
.
0
0
0
7
.
0
0
0
4
.
8
3
3
6
.0
0
0
7
.2
0
0
R
1
5
m
R
1
2
m
R
1
5
m
A939 Northern Mainline
2
.
5
0
0
300
Mainline Road
Restraint System
Mainline Road
Restraint System
A
9
3
9
f
r
o
m
B
a
l
l
a
t
e
r
P
r
o
p
o
s
e
d
h
a
r
d
s
t
a
n
d
i
n
g
a
r
e
a
2
4
m
B
9
7
6
t
o
B
r
a
e
m
a
r
N
ew
G
airnshie
l B
rid
ge
300
TITLE:
100mm on Original
Client
Scale:
Original Size:
Suitability Code:
Grid:
Datum:
Project Number:
Designed
Drawn
Checked
Approved
NOTES:
Rev DateDescription
Drawn Check Approv
PROJECT:
Suitability Description:
Drawing Number: Revision:
©Copyright reserved
Plan
Scale 1:500
A939 Northern Mainline Profile
Scale H 1:1000 V 1:200
New Invercauld Estate Access
Scale H 1:500 V 1:100
1. ALL UNITS IN METRES UNLESS STATED OTHERWISE.
2. ALL LEVELS IN METRES AOD
3. NO SERVICES HAVE BEEN IDENTIFIED IN INTERFERENCE WITH THE BRIDGE FOOTPRINT.
4. REFER TO DRAWING 10037307-ARC-HML-ZZ-DR-HE-00002 FOR DESIGN DETAILS OF JUNCTION.
5. TIMBER CLAD RRS OR APPROVED EQUIVALENT.
KEY
Existing ground level
Proposed design level
PROFILE
Dalphuil Access
Scale H 1:500 V 1:100
Date
Date
Date
Date
A939 NEW GAIRNSHIEL
BRIDGE
10037307-ARC-HML-ZZ-DR-HE-00001P07
REVIEW AND COMMENT
PLAN & PROFILES
SHEET 1 OF 2
SM
RA
IM
CS
19/06/20
19/06/20
19/06/20
19/06/20
As shown
A1
S3
AOD
OS
10037307
P07 16/11/20 Revised structure layout SM SM CS
Overhead Power Cable
Parapet transition
N2W2 Guardrail
P2 TerminalOverhead Telecom Cable
SAFETY, HEALTH AND ENVIRONMENTAL
INFORMATION
In addition to the hazards/risks normally associated with the types of work
detailed on this drawing, note the following:
CONSTRUCTION
Risk 0017 Flooding of site from river gairn
Risk 0019 Archaeological sites identified
Risk 0021 Works in the vicinity of a special area of conservation
Risk 0031 - Unknown buried utilities within vicinity to works.
Risk 0032 - Works in vicinity to overhead utilities
MAINTENANCE/CLEANING
No unusual or significant risk identified
USE
No unusual or significant risk identified
DECOMMISSIONING/DEMOLITION
No unusual or significant risk identified
It is assumed that all works will be carried out by a competent contractor
working, where appropriate, to an approved method statement
STN1
STN3 STN4
STN9
STN11
327.963
327.866
327.756
327.665
327.624
327.605
327.447 327.552
327.427 327.377
327.607
327.511
327.488
327.519
327.754
327.786 327.753327.687
327.459
327.388
327.601
327.518
327.490327.652
327.739
327.758
327.893
327.872
327.647
327.838
327.774
327.747327.051
327.584
327.651
327.643327.573
327.722
327.695
327.736
327.944
328.007
327.937
327.997
328.007327.885
327.875
327.892
327.868327.840
327.830327.778
327.739
327.531
327.457
327.358
326.712
326.883
326.932
326.702
326.752
326.837
326.931
326.905
326.682
327.023326.821
326.829
326.802
326.835
326.917
326.959
327.014
327.076
327.037
327.291
326.876
327.336
327.518
327.622
327.884
327.712
327.485
327.478
327.426
327.521
327.595
327.919
327.813
327.831
327.562
327.388
327.173
326.933
326.453 325.874
325.772
325.591
325.836
325.314
325.511
325.683
325.388
326.247
326.621
326.999
327.152
327.341
327.289
327.692
327.738
327.674327.880
327.853
327.958
328.071
327.981
327.884
327.785
327.794327.641
327.431
327.394
326.328
326.025
325.895
325.782
325.927
326.125
325.981
326.226
326.431
326.039
324.856
325.597
326.461
326.647
326.349
326.252
326.401
326.253
326.054
326.192
326.289
326.526
326.742
326.541
326.406
326.487
326.624
326.589
326.500
326.576
326.792
326.553
325.980
326.001
326.631
326.971
326.912
326.835
326.923
326.950
326.899
326.697
326.761
326.901
326.921
326.994
327.004
327.150
327.215
327.254
327.143
327.178
327.168
326.942
326.386
326.123
326.897
327.165
327.299
327.298
327.368
327.363
327.318
327.199
327.183
327.283
324.942
324.817
324.792
324.936
324.946
324.989
325.253
325.379
324.682
324.015
324.094
324.625
325.570
325.430
325.110
325.003
325.037
324.941
325.053
325.095
325.211
325.188
325.281
325.198
325.173
325.240
325.480
325.795
325.560
324.425
324.346
325.206
325.998
325.821
325.601
325.453
325.407
325.374
325.547
325.442
325.528
325.894
325.802
325.763
325.591
325.622
325.863
325.793
326.129
326.227
325.575
324.541
324.408
324.278
324.233
324.225
324.099
324.286
324.340
324.450
323.458
323.451
323.102
322.955
325.246325.291
325.313
325.379
325.439325.515
325.541
325.636
325.800
326.023
326.386326.736327.004
327.232
327.415
327.565
327.734
327.804
327.868
327.887
327.867
327.876
327.908327.939
327.941327.956
327.975
327.996
328.042
328.071
328.073
328.088
328.140
328.240
328.374
328.463
328.475
328.514
328.485
328.459
328.423
328.341
328.248
328.171
328.111
327.987
327.789
327.881
328.073
328.141
328.129
328.214
328.303
328.380
328.462
328.456
328.448
328.492
328.506
328.498
328.424
328.311
328.175
328.137
328.080
328.046
328.015
327.967
327.978
327.958327.956 327.952
327.902 327.886
327.859
327.843
327.836
327.835
327.832327.792
327.758327.672
327.533
327.385
327.153
326.894
326.623
326.335 326.059
325.833
325.670
325.599 325.536 325.472
325.447 325.395
325.363 325.319
327.996
328.002
327.953
328.061
328.239
328.252
328.312
328.396
328.493
328.543
328.574
328.621
328.652
328.761
328.738
328.665
328.510
328.416
328.348328.235
328.211
328.147
328.044
327.976
327.894327.867
327.797
327.804
327.702
327.643
327.564
327.366 327.243
327.762
327.652
327.916
327.856
327.869
328.057
328.144
328.162
328.143
328.158
328.235
328.289
328.149
328.007
327.988
328.029
328.021
327.792
327.656
327.602
327.612
327.670327.717
327.767
327.795
327.768
327.838
327.974
328.058
328.119
328.196
328.103
328.071
327.999
327.915
327.853
327.780
327.723
327.671
327.608327.583
327.536
327.996
327.982
328.527
328.538
328.534
328.523
328.514328.547
328.539
328.690
328.620
328.632
328.666
328.519
328.458
328.371
328.209
328.367
328.343
328.082
328.001
328.398
328.419
328.527
328.502
328.446
328.373
328.279
328.340
328.412
328.359
328.299
328.232
328.220
328.214
328.168
328.146
328.023
328.156
328.404
328.522
328.525
328.447
328.505
328.512
328.549
328.501
328.432
328.407
328.398
328.508
328.504
328.504
328.490
328.358
328.246
328.230
328.205
328.330
328.325
328.206
328.035
328.087
327.297
327.280
327.446
327.400
327.652
328.392
328.374
328.333
328.323
327.731
327.056
327.076 326.840
326.652
326.373
326.022
325.622325.394
325.277
325.149
324.935
325.033
325.266
327.671
327.478
327.345
327.009
326.629
326.369
325.985
325.820
325.766325.437
325.422
325.372
325.348 325.415
325.233
325.360
325.142
325.035
324.957
325.105
325.084325.184
325.147
325.098
325.280
325.482
325.348325.344
325.774
326.068
326.549
326.715
326.950
327.134327.254
324.844
324.729
324.609
324.813
324.764
324.474324.401
324.718
324.624
324.229
324.108
324.705
327.169
327.059
326.790326.524 326.228
326.008
325.825
325.667325.545
325.512
325.360
325.343
325.370 325.325
325.273
324.392
324.469324.588
324.598
324.636
324.752
324.773
324.974325.163
325.344
325.573
325.881
326.161326.455
326.516
327.418 327.394
327.226
326.911
326.576
326.155
325.644
325.551
325.410
325.312
325.262
325.199
325.448325.499
325.412
325.164
325.277325.389325.433
325.454324.977325.061
325.184325.289
325.387325.636
325.941326.525
326.824327.072
327.333
327.397
327.455
327.428
327.290
327.375
RS
PT
RS
RS
RS
RS
RS
RS
RS
PT
T
PT
PT
RS
RS
RS
RS
RS
RS
RS
PE
PE
PE
T
T
PE
PE
PE
PE
PT
PTPT
PT
PT
RS
RS
A939 from Ballater
New Field Access / livestock crossing
Proposed A939 Southern
Mainline widening.
New major/minor junction with A939 south
Gainshiel Lodge entrance
R
6
m
R
6
m
R
1
2
m
R
6
m
R
6
m
R
1
5
m
2.000
5.625
4.067
6.074
6.019
2.000
A
9
3
9
to
T
o
m
in
to
u
l &
N
e
w
G
a
ir
n
s
h
ie
l B
r
id
g
e
Mainline Road Restrain System
0
20
3
5
0
400
0
50
100
150
0
10
B976 to Braemar
Tie in to existing
Tie in to existing
Junction tie-in with
proposed A939
327.007
82.308
R=2000.000
L= 3.207
P=0.420%
L=3.934
R=3000.000
L=5.286
Design Chainage
Existing Level
Proposed Level
Horizontal Alignment
Vertical Alignment
Datum = 325.0
0.000
167.478
167.478
167.478
0.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
80.000
90.000
100.000
110.000
120.000
130.000
140.000
150.000
160.000
167.478
327.886
327.887
327.875
327.815
327.736
327.613
327.464
327.291
327.069
326.813
326.496
326.156
325.896
325.726
325.631
325.566
325.525
325.502
327.886
327.888
327.894
327.856
326.499
325.897
325.549
325.502
327.896
327.887
327.988
325.605
325.530
325.502
327.890
326.476
325.536
325.519
325.502
327.886
327.896
327.877
327.825
327.739
327.620
327.468
327.282
327.063
326.811
326.525
326.236
325.995
325.805
325.664
325.573
325.531
325.502
D R=-1020.000
L=10.810 R=1200.000
L=11.829
D=75.979
R=1020.000 L=23.953 R=-1020.000 L=29.685
D=12.973
R=-3000.000 L=98.301
R=2000.000 L=56.650
P=0.040%
R=2000.000
L= 3.207
P=0.420%
L=3.934
R=3000.000
L=5.286
D=2.25
Tie in to existing
Tie-in to proposed A939 mainline
327.704
0.119
R=100.000
L=5.464
P=9.464%
L=4.171
Design Chainage
Existing Level
Proposed Level
Horizontal Alignment
Vertical Alignment
Datum = 325.0
0.000
21.352
0.000
21.352
0.000
21.352
0.000
10.000
20.000
21.352
326.522
326.155
325.761
325.706
327.709
325.706
327.709
325.706
327.709
327.509
326.579
325.706
327.709
327.184
325.899
325.706
D=21.352
P=4.000%
L=5.025
R=100.000
L=5.464
P=9.464%
L=4.171
Tie in to existing
Tie-in to proposed A939 mainline
328.069
0.948
R=100.000
L= 10.208
P=14.208%
L=6.143
Design Chainage
Existing Level
Proposed Level
Horizontal Alignment
Vertical Alignment
Datum = 326.0
0.000
14.660
0.000
14.660
0.000
14.660
0.000
10.000
14.660
326.663
326.995
327.143
328.107
327.143
328.107
327.797
327.143
328.107
327.906
327.538
327.143
328.107
327.583
327.143
D=14.660
P=4.000%
L=5.000
R=100.000
L= 10.208
P=14.208%
L=6.143
TITLE:
100mm on Original
Client
Scale:
Original Size:
Suitability Code:
Grid:
Datum:
Project Number:
Designed
Drawn
Checked
Approved
Signed
Signed
Signed
Signed
Date
Date
Date
Date
Rev DateDescription
Drawn Check Approv
PROJECT:
Suitability Description:
Print Date: 2020-11-16 14:19:22
C:\bms\arcadis-uk-09\dms16703\10037307-ARC-HML-ZZ-DR-HE-00002.dwg
Drawing Number: Revision:
©Copyright reserved
Plan
Scale 1:500
A939 Southern Mainline Profile
Scale H 1:500 V 1:100
New West Field Access
Scale H 1:500 V 1:100
New East Field Access
Scale H 1:500 V 1:100
A939 NEW GAIRNSHIEL
BRIDGE
10037307-ARC-HML-ZZ-DR-HE-00002P05
REVIEW AND COMMENT
PLAN & PROFILES
SHEET 2 OF 2
SM
RA
IM
CS
19/06/20
19/06/20
19/06/20
19/06/20
As shown
A1
S3
AOD
OS
10037307
NOTES:
KEY
Existing ground level
Proposed design level
PROFILE
Overhead Power Cable
P05 16/11/20 Annotations amended SM IM CS
Parapet transition
N2W2 Guardrail
P2 Terminal
1. ALL UNITS IN METRES UNLESS STATED OTHERWISE.
2. ALL LEVELS IN METRES AOD
3. NO SERVICES HAVE BEEN IDENTIFIED IN INTERFERENCE WITH THE BRIDGE FOOTPRINT.
4. REFER TO DRAWING 10037307-ARC-HML-ZZ-DR-HE-00002 FOR DESIGN DETAILS OF JUNCTION.
5. TIMBER CLAD RRS OR APPROVED EQUIVALENT.
Overhead Telecom Cable
SAFETY, HEALTH AND ENVIRONMENTAL
INFORMATION
In addition to the hazards/risks normally associated with the types of work
detailed on this drawing, note the following:
CONSTRUCTION
Risk 0017 Flooding of site from river gairn
Risk 0019 Archaeological sites identified
Risk 0021 Works in the vicinity of a special area of conservation
Risk 0031 - Unknown buried utilities within vicinity to works.
Risk 0032 - Works in vicinity to overhead utilities
MAINTENANCE/CLEANING
No unusual or significant risk identified
USE
No unusual or significant risk identified
DECOMMISSIONING/DEMOLITION
No unusual or significant risk identified
It is assumed that all works will be carried out by a competent contractor
working, where appropriate, to an approved method statement
A
939 to T
om
intoul
V
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p
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t
1
V
i
e
w
p
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r
t
2
0
50
100
1502
00
2
5
0
3
0
0
3
5
0
0
10
0
5
0
N
e
w
G
a
i
r
n
s
h
i
e
l
B
r
i
d
g
e
Overhead Telecom cable
to be diverted
Dalphuil Access
A939 Northern Mainline
P
ro
p
o
se
d
h
a
rd
sta
n
d
in
g
a
re
a 2
4
m
New Invercauld
Estate Access
R
i
v
e
r
G
a
i
r
n
WS-02
WS-03
TS-03
B-02
BOLLARD WITH
HAZZARD MARKING
TO DIAG. NO. 560
A939 from Ballater
Gainshiel Lodge
entrance
V
ie
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V
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w
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t 2
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w
p
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w
p
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0
20
3
5
0
400
0
50
10
0
15
0
0
10
B976 to Braemar
New Field Access / livestock crossing
New major/minor junction with A939 south
Proposed A939 Southern Mainline widening.
WS-01
RS-01
ADS-03
TS-02
TS-01
ADS-01 & ADS-04
ADS-02 & EX-10
EX-01
EXISTING DIRECTION SIGNS TO BE RELOCATED ON NEW
POSTS AND FOUNDATION OPPOSITE NEW JUNCTION
RELOCATE EXISTING DIRECTION SIGNS
OPPOSITE NEW JUNCTION ON NEW POSTS
AND FOUNDATION LOCATED BETWEEN
TOP OF DITCH AND EXISTING FENCE
EX-02
EXISTING SIGN TO REMAIN
EX-03
EX-01
EXISTING SIGN
TO REMAIN
10037307-ARC-HSN-ZZ-M2-HE-00001
P01.6
ProposedTraffic Signs
Initial StatusS0
10037307
A.Burman
24/08/20
---
---
---
---
---
---
1:1
AOD
N/A
OS
A939 New Gairnshiel Bridge
---
---
EXISTING ADS TO
BE REMOVED
EX-04
EXISTING ADS TO
BE REMOVED
EX-07
EX-05
EXISTING
SIGNS TO BE
REMOVED
EX-06
ADS TO BE LOCATED
AT BACK OF VERGE
NEW SIGN WITH POSTS AND
FOUNDATION LOCATED BETWEEN
TOP OF DITCH AND EXISTING FENCE
NEW SIGN WITH POSTS AND
FOUNDATION LOCATED
BETWEEN TOP OF DITCH
AND EXISTING FENCE
NEW SIGN WITH POSTS AND
FOUNDATION LOCATED AS
CLOSE TO SLOPE AS
POSSIBLE TO ENSURE FULL
VISIBILITY ACHIEVED
EXISTING ADS
TO BE REMOVED
EX-08
EXISTING SIGNS
TO BE REMOVED
EX-09
DS-01
DS-02
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
2. DRAWING TO BE PRINTED IN COLOUR.
3. ALL TRAFFIC SIGNS TO BE DESIGNED AND ERECTED IN ACCORDANCE WITH THE "TRAFFIC SIGNS
REGULATIONS AND GENERAL DIRECTIONS 2016", AND "THE TRAFFIC SIGNS MANUALS" AND ANY
AMENDMENTS AND EXTENSIONS CURRENT AT THE 'DRAWN DATE' OF THIS DRAWING.
4. DRAWING TO BE READ IN CONJUNCTION WITH THE 1200 SERIES SPECIFICATION APPENDICES:
10037307-ARC-HSN-ZZ-SP-CH-00001 AND
10037307-ARC-HSN-ZZ-SP-CH-00002
5. ALL TRAFFIC SIGN POSTS AND FOUNDATIONS TO BE DESIGNED IN COMPLIANCE WITH BS EN
12899-1:2007.
6. DRAWING TO BE READ IN CONJUNCTION WITH TRAFFIC SIGN
SCHEDULE : 10037307-ARC-HSN-ZZ-SH-CH-00001
7. SIGNS TO BE MOUNTED IN ACCORDANCE WITH TSM CH1 WITH FINAL SIGN LOCATIONS AND
ORIENTATION TO BE AGREED ON SITE WITH THE DESIGNERS SITE REPRESENTATIVE.
8. ALL EXISTING REDUNDANT WARNING SIGNS AND WEAK BRIDGE SIGNING ON BYPASSED SECTION
OF ROAD TO BE REMOVED .
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
2. DRAWING TO BE PRINTED IN COLOUR.
3. ALL TRAFFIC SIGNS TO BE DESIGNED AND ERECTED IN ACCORDANCE WITH THE "TRAFFIC SIGNS
REGULATIONS AND GENERAL DIRECTIONS 2016", AND "THE TRAFFIC SIGNS MANUALS" AND ANY
AMENDMENTS AND EXTENSIONS CURRENT AT THE 'DRAWN DATE' OF THIS DRAWING.
4. DRAWING TO BE READ IN CONJUNCTION WITH THE 1200 SERIES SPECIFICATION APPENDICES:
10037307-ARC-HSN-ZZ-SP-CH-00001 AND
10037307-ARC-HSN-ZZ-SP-CH-00002
5. ALL TRAFFIC SIGN POSTS AND FOUNDATIONS TO BE DESIGNED IN COMPLIANCE WITH BS EN
12899-1:2007.
6. DRAWING TO BE READ IN CONJUNCTION WITH TRAFFIC SIGN
SCHEDULE : 10037307-ARC-HSN-ZZ-SH-CH-00001
7. SIGNS TO BE MOUNTED IN ACCORDANCE WITH TSM CH1 WITH FINAL SIGN LOCATIONS AND
ORIENTATION TO BE AGREED ON SITE WITH THE DESIGNERS SITE REPRESENTATIVE.
8. ALL EXISTING REDUNDANT WARNING SIGNS AND WEAK BRIDGE SIGNING ON BYPASSED SECTION
OF ROAD TO BE REMOVED .
KEY:
PLAN
EXISTING
PROPOSED
HIGH FRICTION SURFACING
O/H BT CABLE
ROAD MARKINGS
TRAFFIC SIGNS
EXISTING SIGN
PROPOSED SIGN
SIGN REF.
RS - REGULATORY
WS - WARNING
TS - TEMPORARY SIGN
ES - EXISTING SIGN
WS-05
REMOVED REMAIN RELOCATED
TITLE:
100mm on Original
Client
Scale:
Original Size:
Suitability Code:
Grid:
Datum:
Project Number:
Designed
Drawn
Checked
Approved
Rev Date
Description
Drawn Check Approv
PROJECT:
Suitability Description:
Drawing Number: Revision:
©Copyright reserved
Date
Date
Date
Date
A939 NEW GAIRNSHIEL
BRIDGE
10037307-ARC-HSN-ZZ-DR-HE-00001P03
REVIEW AND COMMENT
TRAFFIC SIGNS
AAB
SM
IM
CS
24/08/20
24/08/20
24/08/20
24/08/20
1:500
A1
S3
AOD
OS
10037307
P02 30/09/20 Note 8 added to lengend. Annotations amended. SM IM CS
SAFETY, HEALTH AND ENVIRONMENTAL
INFORMATION
In addition to the hazards/risks normally associated with the types of work
detailed on this drawing, note the following:
CONSTRUCTION
Risk 0017 Flooding of site from river gairn
Risk 0019 Archaeological sites identified
Risk 0021 Works in the vicinity of a special area of conservation
Risk 0031 - Unknown buried utilities within vicinity to works.
MAINTENANCE/CLEANING
No unusual or significant risk identified
USE
No unusual or significant risk identified
DECOMMISSIONING/DEMOLITION
No unusual or significant risk identified
It is assumed that all works will be carried out by a competent contractor
working, where appropriate, to an approved method statement
STRUCTURE IN ABEYANCE
P03 06/09/20 Sign face EX-01 revised and DS01 & DS02 added SM IM CS
