Marjon Link Road - Plymouth City Council

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100
File ref - p:\pth highways\1202798 marjon link road\5.0 cad - drawings\work area\highways\1 live drawings\1202798 - con - 100 - 001 - f- shared use general arrangement plan.dwg
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0. 0
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NOTES
Proposed area of concrete surfacing to
act as vehicle over-run area.
.0
10
00
.0
20
00
.0
30
Proposed devon hedge end constructed
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.0
50
00
P
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.00
0
4
E
G
D
RI
B
M
LY
NE
A
L
N
1. The specification for the works shall be based on SHW and Plymouth City Council Standard Details .
2. The contractor shall comply with all the special requirements of the utility companies. Copies of the
existing plant locations are provided in the PCI.
3. For Design Hazards refer to App F in PCI.
4. All traffic management shall be approved and comply with Chapter 8 of the Traffic Signs Manuals.
5. Prior to commencement of works, signs shall be installed on both approaches informing public of
commencement date, length of works and funding sponsors including PT&H and Sustrans (SD1.1.2,
1.3 12.6)
6. Temporary "new junction layout ahead" (SD12.TS.4-S6) signs to be installed on both approaches and
shall be removed 3 months after completion of works and returned to Amey Depot, Prince Rock.
7. For all proposed street lighting details and ducting layouts refer to WPD drawings.
8. Setting-Out to be carried out by Contractor before site works commences and agreed with the
Engineer. Coordinates are available on request.
9. All vertical faces in existing surfaces shall be formed using a suitable powered saw.
10.Horizontal clearance of new signs and street furniture from kerb face to be 600mm unless stated
otherwise.
11. All excavation works will require services to be marked out and operate hand dig in areas accordingly.
All soft spots at sub-formation level are to be excavated and filled with class 6F1 material to clause 613.
12. All litter, loose vegetation and debris shall be collected and disposed accordingly.
13. Topsoil to verges to be 150mm thick seeded with grass seed to PCC specification. Grassed areas to be
compacted with suitable roller.
14.Reinstate all surfaces (de-stone & roll) adjacent to works & do litter pick before completion of works.
15. All verges shall be 25mm lower than the top of concrete edge to prevent debris entering path surface.
Where verge is a cut batter it shall be 50mm. The edging shall be slightly lower than path surface to
avoid water ponding.
00
Proposed drainage channel
000
Proposed alterations to shared
use cycleway / footway as
proposed by HYDROCK.
.00
.0
10
60
70.000
0
50.
00
20
.0
00
40.0
50.000
40.000
30.000
20.000
10.000
0.000
250.000
30.000
0
0.000
.0
80
New kerb alignment to tie
into existing island. See
latest revision of drawing
1202798-CON-600-005-(2)
.00
00
30
20.000
10
.0
.0
70
00
6
0
0.
Shared cycleway / footway as
proposed by HYDROCK.
000
00
240.
00
0.0
0
0.0
23
Proposed roundabout
featuring 28.8m ICD
Proposed alterations to existing
car parking layout.
Proposed kerb based surface water drainage system.
Please see drawing 1202798 - CON - 500 - 001
0
0
00
.
0
22
Proposed off-road shared use cycleway / footway
2.5m wide with min 0.5m safety zone
0
0.
00
21
00
20
Proposed cycle off ramp
N
JO
AR
M
Proposed bus stops with
raised access bus boarder
kerbs and shelter.
0
0.
00
.0
0
19
00
0
0.
LI
18
NK
00
0
0.
AD
RO
17
0
0
0.0
16
Proposed kerb based surface water drainage system.
Please see drawing 1202798 - CON - 500 - 001
Northern Junction
0
Plymbridge Lane / Marjon Link Road
150.00
Proposed area of low growth
grass mixture to improve visibility
for drivers travelling south to north
Scale 1:200
140.0
00
130.
000
Proposed kerb based surface water drainage
system. See latest revision of drawing
1202798-CON-500-01.
Southern Junction
Marjon Link Road / Derriford Road
120.
Scale 1:200
000
Proposed off-road shared use cycleway / footway
2.5m wide with 0.5m safety zone
110.
000
AD
Proposed alterations to existing
car parking layout.
100.
K RO
000
N LIN
12
5.7
7
12
5
12 .74
5.6
2
12
5.6
5
5.1
5
MH
12
:12
5
5.1
12 .07
4.9
0
6
5
122.
.59
28
14
ADC ADC 22.07.14
C
Cycle on/off ramp and Highways
Engineer parking area added at
Southern junction. Kerblines, crossing
and islands amended at Northern
junction
Addition of cycle on ramps at Derriford
Rd Junctions where widths allow.
Addition of cycle off ramp south of bus
stop on Link Rd. Amendments to
kerbing and surfacing in car park
extension. Key amended.
ADC ADC 27.06.14
DERRIFORD ROAD
120.
120.
Kerblines changed on East side of
Marjon Link Road to drainage kerbs.
Hatch area on grass verge corrected.
Islands,keblines, dropped kerbs,
earthworks and chainage lines
amended.
B
18
10.000
DER
RIFO
57
120.19
120.08
119.
45
119.
119.
52
RD R
OAD
12
0
11 .05
9.9
3
12
0.1
1
6
19.1
GU:1
84
:1
TV
84
CA
73
118.
118.
118.
0.000
38.000
35.000
A
Rev
Initial Issue for Tender
Revision details
Drawn:
Design:
Chkd:
Appd:
Date:
JLC
JLC
ADC
ADC
MAY 2014
ADC ADC 30.05.14
ADC ADC 13.05.14
Chkd Appd
Date
2
18.4
7
12
9.2
Proposed traffic signal controlled junction on Derriford Road,
with crossing facilities for cycles and pedestrians. For details
please refer to the following drawings:
118.
12
118.
00
118.
11
9
11 .13
9.2
4
11
0
8.5
11 .61
8
11
TARMA
C
93
117.
119.40
43
117.
6
48
71
117.
.83
117
Preliminary
For comment
For tender
For construction
As constructed
Other
15.000
6
16.9
:1
MH
.88
99
117.
117
LP
25.000
20.000
1202798 - CON - 400 - 001
1202798 - CON - 1200 - 001
1202798 - CON -1200 - 003
17.2
117.
41
117.
HFS
Proposed edging kerb, type varies by location. constructed to PCC SD 11.41
:1
31 GU
AC
117.
RM
76
.02
:118
MH
TA
118.
.08
119
.58
118
55
120.
8
0.7
12
20
118.
LP
30.000
118.16
119.57
119.69
10
120.
119.51
0.000
29
122.
18
121.76 GU:121.86
121.88
121.83
:120
GU
120.
RAMP
20.000
10.000
Proposed cycle on/off ramp
20.000
3
122.3
0
81
120.60
120.40
120.53
BT:1
ADC ADC 05.08.14
D
30.000
Proposed devon hedge
93
120.8
120.
120.
74
99
120.
120.25
121.
49
121
.59
120.28
.51
92
119.
04
120.
.12
120 2
.2
120
9
Proposed HB2 Kerb to PCC SD 11.46A
121
.84
42
LP
119
2
120.6
Assumed position of existing underground storage tanks.
121.
121
.6
121 3
.74
30.000
122.
63
64
122.
122.19
122.36
122.3
9
122.69
122.58
122.49
14
120.
0.67
MH:12
27
121.
05
121.
17
121.
78
116.
116.
Proposed cycle on ramp
28
.25
116
35
117.
117.
Proposed Envirokerb drainage run
88
Proposed land drain to PCC SD 5.26 Type B
.10
117
.22
117
.34
116
.60
116
.79
116
.72
116
Proposed road markings (see drawing separate drawing for Diagram numbers)
116
0.000
115
.94
.74
Proposed pedestrian guardrail (Hi visibility) installed to PCC SD 4.1
.82
115
.09
116
1
116
.27
4
5.4
11
9
6.3
11
Proposed pedestrian guardrail (PG/1) installed to PCC SD 4.1
.2
116
Proposed road studs to PCC SD 12.4
5.4
11
11
7
4.9
5
5.6
0
11
5.6
11
5
1
5.6
Proposed red (controlled crossing) tactile paving to PCC SD 11.53 and 11.66,
associated Kerb detail to PCC SD 11.46 and 11.39
11
Civic Centre | Armada Way | Plymouth | PL1 2AA
Public Helpdesk 01752 668000
9
6
5.0 5
11 15.0
1
2
5.0
11
7
3
4.5 1
11
4.5
11
9
4.4
11
Proposed buff (uncontrolled crossing) tactile paving to PCC SD 11.52, associated
Kerb detail to PCC SD 11.46 and 11.39.
4.3
11
AC
M
R
TA
Proposed buff (corduroy hazard warning PCC SD 11.16) tactile paving laid in
accordance with PCC SD 11.66.
4.8
11
P:\PTH Highways\1202798 Marjon Link Road\5.0 CAD - Drawings\Work Area\Highways\1 Live Drawings\1202798 - CON - 100 - 001 - F- SHARED USE GENERAL ARRANGEMENT PLAN.dwg, 05/11/2014 12:19:02, 130211
121.44
121.30
121.36
34
C
MA
TAR
.32
44
120.
53
120.
C
MA
TA R
.36
121
.71
LP
ADC ADC 03.11.14
.61
121
.67
.96
119
120
120.64
120.76
122
40.000
Proposed parking area on footway for Traffic Engineer
Drawing status amended "For
Construction". Minor amendments to
notes and key. Footway types, kerbing
and one ASDL length amended. Hedge
end added at Plymbridge Lane.
Chainage added at Derriford Hospital
Entrance. Drainage kerbing, channel
and OS license amended
121
121
.95
76
120.
66
120.
20.3
120.95
121.06
121
.8
121 5
.94
TA
RM
AC
S
RM
.46
120 7
.3
120
121.56
121.44
121.57
121.47
LP
GR
AS
121.58
E
121.
65
4
.11
121.
121.
69
121.
7
121.5
8
121.6
KEY
3
.40
122
120.81
.30
120 0
.2
120
121.
62
121.
52
8
4
122
.08
122.30
121.99
121.01
120.92
121.33
121.21
0.6
:12
2
1.6
121
.8
40.000
3
2.9
12
2.4
0
:12
SP
122
SP
2.4
118.76
BT
SP
122.34
12
AC
TA
121.
79
9
MH
122
.1
122 8
.28
12
12
122.23
121.67
14
122.
121.85
122.19
122.08
MH:122.25
5
0.2
12
.82
120
MK
R
FH
:12
1.7
AC
1.7
9
W
EL:122
.55
TA
RM
50.000
4
9
2.8
12
12
2.8
TA
C
2.6
2
122
.6
122.54
B
CA
V:1
MKR
22
.67
W
V:1
SP
22
GAS:122.58
.62
121
.8
121 5
.77
CA
TV
:12
3
12
:12
1.9
2
122
.12
50.000
Proposed kerb based surface water
drainage system. Details to be confirmed.
12
2.1
6
GU
122
.5
122 5
.64
122
.86
LP
.10
122
.1
122 4
.05
5
122
.35
60.000
8
12
3.3
9
3.1
12
7
3.0
123.11
12
06
122
.94
123.
86
122.
66
122.
77
SP
AC
M
TAR
122.
122.93
1
3.0
12
5
2.9
12
4
3.0
12
F
12
2.5
6
12
2.3
6
122
.29
MH
:12
2.1
122.
49
122.95
123.04
119.46
C
TA
RU
B
MA
C
9
123.
58
123.4
5
TAC
TAC
32
42
.31
123
123.
123.
123
123.5
9
123.47
123.65
TAC
.24
BO
L
7
123.21
123.1
0
123.2
122.77
BO
L
TAC
HFS
.52
SC
.60
TA
R
7
3.5
3.3
122.99
BOL
120
12
2
122
.52
122
.44
122.
86
LP
LP
WV
:12
2.6
5
12
12
123.86
123.
122.
88
12
60.000
12
2.8
6
.83
122
3
123.74
SP
84
122.
95
122.
3.7
12
7
1
70.000
1
7
5
124.0
124.1
124.11
124.22
124.28
12
3.4
3.0
SP
12
2
12 .76
2.7
0
123.55
CONC
12
CA
TV
:12
3.0
5
123.48
124.14
BOL
CA
B
80.000
3.8
21
12
124.
72
12
3.1
4
GU
:12
3.0
8
79
122.
56
124.
67
C
124. RMA
TA
124.
BT:124.16
120.000
4.0
12
3.2
1
IC
:12
3.1
12
4
3.0
4
123.
44
123.
33
130.000
12
.45
0
MH:123.76
Indicative extent of cut slope,
1:2 gradient to match existing.
140.000
7
C
12
3.7
S
HF
70.000
Proposed extension of existing segregated
cycleway / footway to join proposed shared
use cycleway / footway.
9
150.000
TA
RM
A
9
3.7
12
3.8
12
3
124
4.4
12
S
12
4.0
0
TA
RM
AC
12
3.4
4
12
3.3
2
12
3
12 .38
3.4
8
160.000
2
7
0
5.1
12
HF
12
3.4
SP
170.000
4.4
4.6
SP
Proposed off-road shared use cycleway / footway
2.5m wide with 0.5m safety zone
LP
180.000
12
12
12
5.2
9
:12
3.6
2
190.000
12
7
1
4.8
4.3
9
4.1 7
12 4.0
12
12
2
4.9
1
12
3
12 .71
3.5
9
12
3
12 .64
3.7
6
0
FH
:12
3.8
9
200.00
CV
R
Proposed off-road shared use cycleway / footway
2.5m wide with 0.5m safety zone
.80
0
BT
:12
4.1
9
12
3
210.0
0
12
4.0
6
12
5.2
12
5.3
5.4 1
1
12
12
12
5.9
4
3
RE
:12
4.0
8
12
3.9
1
00
.7
9
220.0
12
4.1
BOL
CO
NC
3
12
4
12
4.8
3
000
0
4.5
5.4
LP
6
:12
6.0
0
9
5.4
12
12
5
12 .69
5.7
7
SP
BT
7
12
4
12 .51
4.3
9
5.0
12
12
12
6.4
0
12
230.
12
5.2
7
000
12
6
12 .24
6.3
3
00
90.000
12
4.5
Proposed Car park extension using
previously set aside and new brick paving setts.
100.000
12
5.0
4
110.000
5.6
4
240.
12
00
80.0
MAR
JO
12
12
5.7
6
90.0
Project Name
MARJON LINK ROAD
Proposed buff (cycle rib) tactile paving to PCC SD 11.15. Ladder pattern for footway
and tramline pattern for cycle path.
Proposed Shared footway/cycleway, construction type F2, surfacing finish to be black.
Proposed footway construction type F1, surfacing finish to be black.
Drawing Title
HIGHWAYS
Proposed Buff High Friction Surfacing (Type 1), refer to specification for details.
Area of separate unrelated planning application.
(Construction of a new Helipad and visitors Car Park)
Proposed Red High Friction Surfacing (Type 1), refer to specification for details.
General Arrangement Plan Showing Proposed
North and South Junction Alignments
Proposed Black High Friction Surfacing (Type 1), refer to specification for details.
Proposed concrete infill to central reservation / traffic islands and shared use cycle/foot way
safety zone consisting of 125mm ST5 on 150mm Type 1 sub-base, brushed finish with
100mm steel trowelled edge adjacent to kerbs.
Proposed reinforced concrete overrun area in carriageway
General Arrangement and Chainage Plan
Showing Shared Use Footway / Cycleway
Scale 1:500
Original Drawing Size :
Scale : AS SHOWN
A0
Dimensions :
m
Drawing No
Rev
1202798 - CON - 100 - 001
F

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