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D
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C
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A
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d:
BA
NA
NA
JM
L
REV.
M
0 25 50 75 100 125m
SCALE 1:1250
1.
2.
3.
4.
DO NOT SCALE FROM THIS DRAWING.
ALL DIMENSIONS, CO-ORDINATES AND LEVELS ARE GIVENIN METRES UNLESS SHOWN OTHERWISE.
EARTHWORKS CREATED AT 1 IN 2 WHERE POSSIBLE, INAREAS LIMITED BY LAND OR ENVIRONMENTALRESTICTIONS, STEEPER SLOPES HAVE BEENGENERATED. ALL SLOPE ANGLES ARE TO BE CONFIRMEDFOLLOWING SITE INVESTIGATION.
EXACT LOCATION AND FORM OF HEADWALLS ANDASSOCIATED CULVERTS TO BE CONFIRMED FOLLOWINGSITE INVESTIGATION.
La
st sa
ve
d b
y: N
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(2
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RS
\N
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\D
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VL
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1-D
R-C
E-0
00
4 M
O
UT
LIN
E D
ES
IG
N G
A.D
WG
FOR PLANNING
I/R DATE DESCRIPTION
ISSUE/REVISION
A 18/08/17 INITIAL ISSUE
NOTES ADDED
B 25/08/17 EARTHWORKS AMENDED
ROAD MARKINGS AMENDED
C 07/09/17 CULVERT HEAD WALLS AND
BRIDGE AMENDED
FACILITY TO NORTH SIDE OF
LINK ROAD AMENDED, CYCLE
D 13/09/17 EARTHWORKS TO SW SIDE OF
SLOPES AMENDED TO 1 IN 2
LINK ROAD EMBANKMENT
TRAFFIC SIGNAL LAYBY ADDED
E 03/10/17 ATTENUATION POND AMENDED
FVLR DEVELOPMENT SHOWN
F 16/10/17 DRAFT TIE IN DETAILS WITH
REQUESTED AMENDMENTS
G 10/11/17 LINK ROAD RAISED & CLIENT
SITE ACCESS INDICATED
ROAD ADDED, BLUNTS LANE
H 06/12/17 BUS LANE MERGE ON LINK
SHEET NUMBER
FVLR-ACM-00-01-DR-CE-0004
GENERAL NOTES
CLIENT
BALFOUR BEATTY
PROJECT
FORDER VALLEY LINK
ROAD
IS
O A
0 8
41
mm
x 1
18
9m
m
Th
is d
ra
win
g h
as b
ee
n p
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d fo
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o
f A
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's clie
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ay n
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d, m
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b
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ns.
DRAWING STATUS
LEGEND
PROPOSED HB2 / BN KERBSPROPOSED EDGING KERBSPROPOSED CYCLE BLOCK
CARRIAGEWAY VERGE
PROPOSED ROAD MARKINGSPROPOSED CUT SLOPEPROPOSED FILL SLOPE
© Crown copyright and database rights 2013Ordnance Survey 100018633
SHEET TITLE
FORDER VALLEY LINK ROAD
OUTLINE DESIGN
GENERAL ARRANGMENT
CLIENT
BALFOUR BEATTY
PROJECT
FORDER VALLEY LINK
ROAD
PROJECT NUMBER
60535194
PROPOSED ATTENUATION / INFILTRATION POND(POND SIZE AND LAYOUT TO BE CONFIRMEDFOLLOWING INFILTRATION TESTING AND SITEINVESTIGATION)
CARRIAGEWAY
FOOTWAY
CYCLEWAY
SHARED USE FOOTWAY/CYCLEWAY
TRAFFIC ISLANDS
SOFT LANDSCAPING
CONSULTANT
AECOM
Plumer House, East Wing, Third Floor,
Tailyour Road,
Plymouth, PL6 5DH
+44(0)1752 676700 tel +44(0)870 238 6023 fax
www.aecom.com
EXTRACT OF PLANNING BOUNDARY(12/02027/OUT, SEE DRAWING 07710L01.02)
AREA OF PCC LAND TO BECOME HMPE
APPROXIMATE EXTENT OF PERSIMMONDEVELOPMENT
I/R DATE DESCRIPTION
ISSUE/REVISION
A 18/08/17 INITIAL ISSUE
NOTES ADDED
B 25/08/17 EARTHWORKS AMENDED
ROAD MARKINGS AMENDED
C 07/09/17 CULVERT HEAD WALLS AND
BRIDGE AMENDED
FACILITY TO NORTH SIDE OF
LINK ROAD AMENDED, CYCLE
D 13/09/17 EARTHWORKS TO SW SIDE OF
SLOPES AMENDED TO 1 IN 2
LINK ROAD EMBANKMENT
TRAFFIC SIGNAL LAYBY ADDED
E 03/10/17 ATTENUATION POND AMENDED
FVLR DEVELOPMENT SHOWN
F 16/10/17 DRAFT TIE IN DETAILS WITH
REQUESTED AMENDMENTS
G 10/11/17 LINK ROAD RAISED & CLIENT
SITE ACCESS INDICATED
ROAD ADDED, BLUNTS LANE
H 06/12/17 BUS LANE MERGE ON LINK
J 11/12/17 FOOTWAY ACCESS TO ECO
POND ADDED, HMPE
EXTENSION ADDED
K 14/12/17 TOPO ADDED TO DRAWING
L 31/01/18 BLUNTS LANE SHARED USE
ROUTE AMENDED. VARIOUS
NOTES AMENDED.
M 26/04/18 CHAINAGE LINE (CARRIAGEWAY
CENTRELINE) AMENDED.
95.29
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3
7
3
8
3
8
3
9
3
9
3
9
4
0
4
0
4
0
4
1
4
1
4
1
4
2
4
2
4
2
4
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
5
4
6
4
6
4
6
4
7
4
7
4
7
4
8
4
8
4
8
49
49
4
9
5
0
5
0
51
5
1
5
2
5
2
5
3
5
3
2
8
2
8
29
2
9
30
3
0
3
1
31
31
3
2
32
3
2
3
3
33
3
3
3
4
34
3
4
34
34
3
5
3
5
35
3
6
3
6
3
6
36
3
7
3
7
3
7
3
7
3
8
3
8
3
8
3
8
3
9
39
39
40
4
0
40
41
4
1
41
42
4
2
42
43
4
3
43
44
4
4
4
4
45
4
5
4
5
4
6
46
4
6
4
7
47
47
4
8
48
48
4
9
4
9
49
5
0
IC
CL 41.45
50
51
5
1
51
52
5
2
53
53
54
54
2
4
24
2
5
2
5
2
6
2
6
2
7
2
8
2
8
2
8
2
9
2
9
3
0
36
3
3
33
3
8
34
IC
CL 31.64
MH
CL 18.36
EP
EP
SY
Well
OH
L
O
H
L
TC RS
16.26
1
6
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3
CL 16.18
MH
Monitoring Well
SI
BOs
CL 16.33
MH
CL 16.36
MH
CL 16.39
MH
CL 16.30
MH
LP
BOs
16.21
C
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1
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CL 16.22
MH
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16.25
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16.05
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CL 16.22
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16.12
CL 16.10
MH
15.95
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CL 16.17
MH
CL 16.15
MH
C
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M
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LP
16.24
16.24
CL 16.23
MH
16.12
GG
CL 16.18
MH
SY
SY
CL 16.05
MH
LP
BO
BO
CL 15.94
MH
BO
1
6
.
0
5
CL 15.90
MH
C
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1
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H
CL 15.88
MH
CL 15.84
MH
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CL 16.16
MH
LP
C
L
1
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1
M
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C
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1
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15.95
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CL 15.98
MH
CL 16.02
MH
C
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1
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15.96
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1
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16.23
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7
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BO
CL 16.06
MH
CL 16.04
MH
CL 16.05
MH
CL 16.04
MH
SI
LP
LP
LP
LP
B
O
15.97
GG
B
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s
15.97
GG
CL 16.03
MH
CL 16.09
MH
DP
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CL 16.06
MH
16.25
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HG
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FU
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DR
DR
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BOs
BOs
E
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IT
Monitoring Well
A
IR
V
A
C
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N
T
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A
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C
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W
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S
H
BOs
B
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Monitoring
Well
S
t
o
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e
Monitoring
Wells
TC
F
P
1 IN 2 FILL SLOPE
1 IN 2 FILL SLOPE
1 IN 2 FILL SLOPE
1 IN 2 FILL SLOPE
1 IN 1.5 FILL SLOPE
1 IN 1 CUT SLOPE
1 IN 1.5 CUT SLOPE
1 IN 40 CUT SLOPE
1 IN 0.36 FILL SLOPE
1 IN 40 FILL SLOPE
1 IN 1.5 FILL SLOPE
1 IN 2
FILL S
LOPE
1 IN 2 CUT SLOPE
1 IN 2 CUT SLOPE
1 IN 2 FILL SLOPE
1 IN 2 FILL SLOPE
FORDER VALLEY LINK ROAD
FORDER VALLEY ROAD (WEST)
NOVOROSSIYSK ROAD
FORDER VALLEY ROAD (SOUTH)
PROPOSED EXTENT OF BRIDGE STRUCTURE (APPROX 140m LONG)
PROPOSED TOUCAN CROSSING POINTS
PROPOSED STAGGERED TOUCAN CROSSING POINTACCOMMODATING EXISTING NON MOTORISED USER
FACILITY LINKED TO ERLSTOKE CLOSE.
PROPOSED DIVERGING TAPER (TD 42/9 7.51)
PROPOSED RIGHT TURNING TRAFFIC LANES (2 x 3.25m ON TONOVOROSSIYSK ROAD) WITH 169m OF QUEUING CAPACITY
PROPOSED NORTHBOUND TRAFFIC LANES (ON TO FORDERVALLEY LINK ROAD) WITH 110m OF QUEUING CAPACITY
3.25m LANE WIDTHS USED TO MINIMISEIMPACT ON ADJACENT NATURE RESERVE.
PROPOSED CULVERT AND HEADWALL POSITIONS TO ACCOMMODATE JUNCTIONARRANGEMENT AND POTENTIAL OFFLINE CONSTRUCTION METHOD.
PROPOSED SEGREGATED FOOTWAY / CYCLEWAY (3mAND 2m EFFECTIVE WIDTHS ADJACENT TO A 0.5m VERGE)
PROPOSED SHARED USE FOOTWAY / CYCLEWAY (3.5mEFFECTIVE WIDTH ADJACENT TO A 0.5m VERGE)
PROPOSED SHARED USE FOOTWAY / CYCLEWAY (3.5mEFFECTIVE WIDTH ADJACENT TO A 0.5m VERGE)
PROPOSED SEGREGATED FOOTWAY / CYCLEWAY (3m AND 2m EFFECTIVEWIDTHS ADJACENT TO A 0.5m VERGE)
PROPOSED SHARED USE FOOTWAY / CYCLEWAY (3.5mEFFECTIVE WIDTH ADJACENT TO A 0.5m VERGE)
PROPOSED 1 IN 1 GRADED CUT SLOPE (ASSUMED ROCKFACE, TO BE CONFIRMED DURING SITE INVESTIGATION)
PROPOSED 1 IN 1.5 GRADED CUT SLOPE TO MAXIMISE LAND BETWEENPROPOSED HIGHWAY AND EXISTING PROPERTY BOUNDARIES, (SITE
INVESTIGATION TO DETERMINE FEASIBILITY)
PROPOSED 1 IN 6 GRADED CUT SLOPE. FOLLOWINGCOMPLETION OF SITE INVESTIGATION, GRADING TOBE DETERMINED IN CONJUNCTION WITH CUT SLOPESOF ADJACENT ATTENUATION POND (1 IN 2).
PROPOSED SHARED USE FOOTWAY / CYCLEWAY (5mEFFECTIVE WIDTH ADJACENT TO A 0.5m VERGE)
PROPOSED 1 IN 1.5 FILL SLOPE (WITH EROSION / SCOUR PROTECTION) TOAVOID CONFLICT WITH EXISTING WATER COURSE
PROPOSED REINFORCED EARTHSTRUCTURE (APPROX 70° SLOPE)
PROPOSED BRIDGE STRUCTUREAND ASSOCIATED ABUTMENTS
PROPOSED REINFORCED EARTHSTRUCTURE (APPROX 70° SLOPE)
PROPOSED FORM AND EXTENTS OF ATTENUATION /INFILTRATION POND TO BE CONFIRMED FOLLOWINGSITE INVESTIGATION
PROPOSED TRAFFIC SIGNAL MAINTENANCE LAYBYFOLLOWING SITE INVESTIGATION TO DETERMINE GROUND CONDITIONS AND ACTUAL TREEROOT POSITIONS, IT MAY BE POSSIBLE TO INCORPORATE A STRENGTHENED EMBANKMENT ORRETAINING STRUCTURE TO AVOID LOSS OF TREE LINE AND ASSOCIATED HEDGE. THIS WILL BEIMPLEMENTED IF POSSIBLE AS PART OF THE DETAILED DESIGN.
DEMARCATION LINE BETWEEN 30/40mph SPEED LIMITS(DETERMINED BY HORIZONTAL GEOMETRY)
TIE IN POINT WITH DEVELOPMENT TO BE CONFIRMED
EXTENT OF EARTHWORKS TO BE DETERMINED UPONCOMPLETION OF NEGOTIATIONS WITH DEVELOPER
EXTENT O
F
PERSIMMON
DEVELOPMENT
EXTENT O
F
PLYMOUTH
CITYCOUNCIL
DEVELOPMENT
NOVOROSSIYSK ROAD
TREES WITH BAT POTENTIAL. PONDEARTHWORKS TO BE UNDERTAKENWITHOUT IMPACT ON ROOTSASSOCIATED WITH THESE TREES.
PROPOSED LINK TO COMMUNITY PARK (SCHEME CURRENTLYSUBJECT TO PUBLIC CONSULTATION)
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1134
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