Pro

je

ct M

an

ag

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en

t In

itia

ls: A

uth

or:

D

esig

ne

r:

C

he

cke

d:

A

pp

ro

ve

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

EIL

.A

SH

FO

RD

(2

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6) L

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O

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LIN

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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

re

pa

re

d fo

r th

e u

se

o

f A

EC

OM

's clie

nt. It m

ay n

ot b

e u

se

d, m

od

ifie

d, re

pro

du

ce

d o

r re

lie

d u

po

n b

y th

ird

p

artie

s, e

xce

pt a

s a

gre

ed

b

y A

EC

OM

o

r a

s re

qu

ire

d b

y la

w. A

EC

OM

a

cce

pts n

o re

sp

on

sib

ility, a

nd

d

en

ie

s a

ny lia

bility w

ha

tso

eve

r, to

a

ny p

arty th

at u

se

s o

r re

lie

s o

n th

is d

ra

win

g w

ith

ou

t A

EC

OM

's e

xp

re

ss w

ritte

n co

nse

nt. D

o n

ot sca

le

th

is d

ocu

me

nt. A

ll m

ea

su

re

me

nts m

ust b

e o

bta

in

ed

fro

m th

e sta

te

d d

im

en

sio

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

GG

CL 95.23

MH

CL 95.02

MH

93.96

GG

CL 92.84

MH

GG

92.99

GG

SV

MP

FH

MP

LP

SI

SI

TC

SV

MP

I

C

I

C

IC

DP

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3

0

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9

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87.01

GG

88.25

GG

CL 89.01

MH

CL 89.06

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GG

91.59

GG

92.59

CL 92.61

MH

R

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1

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0

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CL 87.25

MH

CL 87.30

MH

87.29

GG

LP

8

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GG

85.82

CL 86.52

MH

CL 86.70

MH

96.68

80.13

GG

83.77

GG

CL 88.39

IC

CL 87.90

MH

87.82

MH

BX

GG

PO

PO

CL 81.43

MH

PO

PO

PO

PO

PO

35.16

GG

DR

EP

PO

DP

CL 34.61

MH

CL 34.68

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E

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CL 36.79

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CL 27.93

MH

CL 23.40

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EP

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BH

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CL 25.73

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CL 32.72

CL 34.13

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B

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BO

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GG

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21.72

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20.01

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18.54

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NB

BO

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CL 19.04

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CL 18.55

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23.55

GG

26.29

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CL 26.64

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CL 25.68

MH

N

B

36.93

GG

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CL 4

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38.84

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31.37

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CL 33.02

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CL 16.60

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CL 65.24

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CL 68.41

MH

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TC

CL 68.69

MH

CL 68.71

MH

C

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5

9

.

4

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H

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CL 58.18

IC

56.55

GG

54.94

GG

TC

53.32

GG

RS

CL 60.07

MH

CL 60.35

MH

LP

LP

LP

LP

RS

LP

SI

LP

TC

LP

59.61

GG

LP

CL 60.81

MH

LP

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60.93

GG

CL 60.87

MH

60.75

GG

60.87

GG

LP

57.90

GG

57.00

GG

LP

68.46

GG

68.43

GG

LP

54.43

GG

CL 51.88

MH

LP

51.90

GG

51.17

GG

49.40

GG

LP

48.26

GG

47.42

GG

CL 48.99

MH

LP

CL 46.02

MH

45.96

MH

45.66

GG

44.9144.18

GG

CL 43.65

TC

MH

LP

43.35

GG

42.67

GG

41.99

GG

LP

CL 41.34

MH

40.78

GG

CL 40.59

MH

40.23

GG

LP

39.61

GG

LP

TC

CL 43.47

MH

LP

SI

51.94

GG

CL 51.39

MH

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50.38

GG

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CL 47.16

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48.52

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47.14

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45.71

GG

44.16

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42.56

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EP

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CL 52.96

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B

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B

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RS

LP

LP

CL 40.14

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41.07

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39.46

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N

B

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25.10

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26.73

GG

CL 26.40

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CL 24.99

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21.11

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35.83

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36.94

GG

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37.35

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37.70

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38.05

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38.61

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38.72

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38.80

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CL 38.89

MH

38.99

GG

39.29

GG

37.45

33.42

GG

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34.04

GG

34.80

GG

CL 36.61

MH

CL 35.86

MH

CL 34.33

MH

CL 32.87

MH

CL 33.19

MH

EP

37.33

GG

37.09

GG

BO

37.75

GG

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LP

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N

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42.04

GG

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CL 43.17

MH

CL 43.16

MH

CL 41.85

MH

CL 41.85

MH

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41.84

GG

41.00

TV

40.42

40.18

GG

SC

41.26

40.55

36.59

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37.27

GG

38.05

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RL 48.23

RL 47.80

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3

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3

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3

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Wall 1.0h

Block

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Conc.

27.72

28.05

28.17

28.33

30.46 30.5

6

30.32

30.30

30.80

31.99

30.70

30.65

CL 31.13

MH

CL 34.13

IC

30.77

B/W

1.0

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Stone R

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7

1

8

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Monitoring well

I

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1

6

.

1

3

1

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.

4

3

I

L

0

.

6

Ø

PO

CL 26.03

MH

EP

CL 19.26

MH

IL 20.74

300Ø

MP

24.96

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TC

CL 29.57

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SC LP

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CL 28.20

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H

L

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0

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Stone Ret.

Wall

B

l

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5

2

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0

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4

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5

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50

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5

55

5

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70

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0

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70

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32

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3

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37

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3

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3

7

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

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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

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39

39

40

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40

41

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41

42

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42

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43

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53

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CL 31.64

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16.26

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16.24

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CL 16.06

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CL 16.04

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CL 16.05

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CL 16.04

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15.97

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15.97

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A

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t

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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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