1
Ch. 11000.0m Ch . 11500.0m Ch. 12000.0m Ch. 12500.0m Ch. 13000.0m Ch. 13500.0m Ch. 14000.0m Ch. 145 00.0m Ch. 11000.0m Ch . 11500.0m Ch. 12000.0m Ch. 12500.0m Ch. 13000.0m Ch. 13500.0m Ch. 14000.0m Kinning Hill overbridge Greenhill overbridge River Annan underbridge (underbridge could be considered but would depend on extent of River Annan flood plain and diversion of Valison Burn) Proposed Main Line A709 alignment carriageway and earthworks footprint Proposed junction location, or existing junction to be retained Proposed overbridge/underbridge to maintain existing highway or provide accommodation crossing Existing highway to be stopped off Alternative junction layout/location was commissioned. Mott MacDonald Ltd accepts no responsibility for this document to any other party other than the person by whom it was commissioned. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald Ltd App'd Ch'k'd Description Drawn Date Rev Rev Status CAD file Project Drawing No Scale at A1 Eng.Chk. Approved Coordination Dwg.Chk. Drawn Designed Title Notes Client © Mott MacDonald Limited 2009 W Mott MacDonald House 111 St. Mary's Road Sheffield S2 4AP United Kingdom T F www.mottmac.com +44 (0)114 2761242 +44 (0)114 2724699 Key to Route Plan P1 02/03/'09 Preliminary Issue. 7th Floor 78 St Vincent Street Glasgow G2 5UB Dumfries to A74(M) Link STAG2 A709 Single Carriageway Off-line Option Alignment Route Plan and Longitudinal Section Chainage 11200m to 14000m (Sheet 5 of 6) 254583 / SHF / 1105 PRE P1 1:5000 Hor./1:500 Ver. 254583 P:\Sheffield\254583 Dumfries STAG2 Highway Advice.GSP\5.0 MM Drawings\5.4 Current Masters\1100 A709 S2 Align\1105 P1.dwg G Broughton G Broughton S Rotherham - M A Staniland "This map is reproduced from Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office © Crown Copyright. Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. LA 100016994 2009" Kinning Hill overbridge 1. Horizontal alignment based on Ordnance Survey MasterMap data supplied by Dumfries and Galloway Council - licence as shown on plan. 2. Vertical alignment and earthworks footprint based on NextMap Digital Terrain Model supplied by Dumfries and Galloway Council. PRELIMINARY Key to Longitudinal Section and Schematics 40 40 45 45 50 50 55 55 60 60 Overtaking provision Vertical geometry schematic Horizontal geometry schematic Level difference Proposed level (centre-line) Existing level (at centre-line) Chainage 37.0m above datum Curve Curve Curve Curve Curve Curve Gradient Gradient 0.500% -0.500% R=-40 000.0m R=4 000.0m R=5 000.0m R=-40 000.0m R=4 000.0m R=-5 500.0m L=682.6m L=108.3m L=48.2m L=965.8m L=125.6m L=147.9m L=552.4m L=560.7m Curve Curve Curve Transition L=65.6m R=4 000.0m R=-5 000.0m R=-900.0m L=1 149.6m L=1 757.0m L=792.8m RL=72 000 No overtaking: horizontal curvature insufficient No overtaking: combination of inadequate horizontal and vertical curvature and junction approaches No overtaking: horizontal curvature insufficient Proposed vertical alignment profile with tangent points and ordinates at 20m intervals Existing ground level profile along proposed centre-line 1 Step below Desirable Minimum*** Desirable Minimum (or Desirable Maximum gradient) Minimum to provide overtaking in both directions** Sufficient to provide overtaking in one direction only** Compliance of alignment geometry elements with DMRB* standards (listed in order of ascending severity) Extent of Non-overtaking Section with reason(s) for restriction Overtaking provision schematic Extent of Overtaking Section NB Overtaking schematic is generally divided into Eastbound and Westbound directions as indicated by the arrowheads Section profiles * Design Manual for Roads and Bridges, Volume 6, Section 1, Part 1: TD 9/93 Highway Link Design ** NB additional factors can influence overtaking provision, particularly junction locations - please refer to the overtaking provision schematic *** Recommended for vertical crest curves in Non-overtaking sections - see DMRB, TD 9/93 Para. 7.30 Above Desirable Minimum but not sufficient to provide overtaking Proposed Bengall/ Roberthill junctions Valison Burn underbridge Valison Burn Greenhill overbridge River Annan River Annan underbridge Proposed Bengall/Roberthill Junctions

P:Sheffield 583 Dumfries STAG2 Highway Advice.GSP5.0 MM

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Page 1: P:Sheffield 583 Dumfries STAG2 Highway Advice.GSP5.0 MM

Ch. 11000.0m

Ch. 11500.0m

Ch. 12000.0m

Ch. 12500.0m

Ch. 13000.0m

Ch. 13500.0m

Ch. 14000.0m

Ch. 1

4500.0m

Ch. 11000.0m

Ch. 11500.0m

Ch. 12000.0m

Ch. 12500.0m

Ch. 13000.0m

Ch. 13500.0m

Ch. 14000.0m

Kin

nin

g H

ill

overb

ridge

Gre

enhill

overb

ridge

Riv

er A

nnan

underb

ridge

(underb

ridge c

ould

be

consid

ere

d b

ut w

ould

depend o

n e

xte

nt o

f Riv

er

Annan flo

od p

lain

and

div

ers

ion o

f Valis

on B

urn

)

Pro

posed M

ain

Lin

e A

709 a

lignm

ent

carria

gew

ay a

nd e

arth

work

s fo

otp

rint

Pro

posed ju

nctio

n lo

catio

n, o

r exis

ting ju

nctio

n

to b

e re

tain

ed

Pro

posed o

verb

ridge/u

nderb

ridge to

main

tain

exis

ting h

ighw

ay o

r pro

vid

e a

ccom

modatio

ncro

ssin

g

Exis

ting h

ighw

ay to

be s

topped o

ff

Alte

rnativ

e ju

nctio

n la

yout/lo

catio

n

was c

om

mis

sio

ned. M

ott M

acD

onald

Ltd

accepts

no re

sponsib

ility fo

r this

docum

ent to

any o

ther p

arty

oth

er th

an th

e p

ers

on b

y w

hom

it was c

om

mis

sio

ned.

This

docum

ent s

hould

not b

e re

lied o

n o

r used in

circ

um

sta

nces o

ther th

an th

ose fo

r whic

h it w

as o

rigin

ally

pre

pare

d a

nd fo

r whic

h M

ott M

acDonald

Ltd

App'd

Ch'k

'dD

escrip

tion

Dra

wn

Date

Rev

Rev

Sta

tus

CAD

file

Pro

ject

Dra

win

g N

o

Scale

at A

1

Eng.C

hk.

Appro

ved

Coord

inatio

n

Dw

g.C

hk.

Dra

wn

Desig

ned

Title

Note

s

Clie

nt

© M

ott M

acD

onald

Lim

ited 2

009

W Mott M

acD

onald

House

111 S

t. Mary

's R

oad

Sheffie

ld S

2 4

AP

Unite

d K

ingdom

TF

ww

w.m

ottm

ac.c

om

+44 (0

)114 2

761242

+44 (0

)114 2

724699

Key to

Route

Pla

n

P1

02/0

3/'0

9Pre

limin

ary

Issue.

7th

Flo

or

78 S

t Vin

cent S

treet

Gla

sgow

G2 5

UB

Dum

fries to

A74(M

) Lin

k S

TAG2

A709 S

ingle

Carria

gew

ay O

ff-line O

ptio

n

Alig

nm

ent R

oute

Pla

n a

nd L

ongitu

din

al S

ectio

n

Chain

age 1

1200m

to 1

4000m

(Sheet 5

of 6

)

254583 / S

HF / 1

105

PRE

P1

1:5

000 H

or./1

:500 V

er.

254583

P:\

Sheffie

ld\254583 D

um

fries S

TAG2 H

ighw

ay

Advic

e.G

SP\5.0

MM

Dra

win

gs\5

.4 C

urre

nt M

aste

rs\1

100

A709 S

2 A

lign\1

105 P

1.d

wg

G B

roughto

n

G B

roughto

n

S R

oth

erh

am

-M A

Sta

nila

nd

"This

map is

repro

duced fro

m O

rdnance S

urv

ey m

ate

rial

with

the p

erm

issio

n o

f Ord

nance S

urv

ey o

n b

ehalf o

f the

Contro

ller o

f Her M

aje

sty

's S

tatio

nery

Offic

e ©

Cro

wn

Copyrig

ht. U

nauth

oris

ed re

pro

ductio

n in

fringes C

row

n

Copyrig

ht a

nd m

ay le

ad to

pro

secutio

n o

r civ

il

pro

ceedin

gs. L

A 1

00016994 2

009"

Kin

nin

g H

ill

overb

ridge

1.

Horiz

onta

l alig

nm

ent b

ased o

n O

rdnance S

urv

ey M

aste

rMap d

ata

supplie

d b

y D

um

fries a

nd G

allo

way C

ouncil - lic

ence a

s s

how

n o

n p

lan.

2.

Vertic

al a

lignm

ent a

nd e

arth

work

s fo

otp

rint b

ased o

n N

extM

ap D

igita

l

Terra

in M

odel s

upplie

d b

y D

um

fries a

nd G

allo

way C

ouncil.

PRELIM

INARY

Key to

Longitu

din

al S

ectio

n a

nd S

chem

atic

s

40

40

45

45

50

50

55

55

60

60

Overta

kin

g p

rovis

ion

Vertic

al g

eom

etry

schem

atic

Horiz

onta

l geom

etry

schem

atic

Level d

iffere

nce

Pro

posed le

vel (c

entre

-line)

Exis

ting le

vel (a

t centre

-line)

Chain

age

37.0

m a

bove d

atu

m

Curv

e

Curv

eCurv

e

Curv

e

Curv

e

Curv

e

Gra

die

nt

Gra

die

nt

0.5

00%

-0.5

00%

R=-4

0 0

00.0

mR=4 0

00.0

mR=5 0

00.0

mR=-4

0 0

00.0

mR=4 0

00.0

mR=-5

500.0

mL=682.6

m

L=108.3

mL=48.2

m

L=965.8

m

L=125.6

m

L=147.9

m

L=552.4

m

L=560.7

m

Curv

e

Curv

eCurv

eTra

nsitio

nL=65.6

mR=4 0

00.0

mR=-5

000.0

mR=-9

00.0

mL=1 1

49.6

m

L=1 7

57.0

mL=792.8

mRL=72 0

00

No o

verta

kin

g:

horiz

onta

l curv

atu

re in

suffic

ient

No o

verta

kin

g:

com

bin

atio

n o

f inadequate

horiz

onta

l and

vertic

al c

urv

atu

re a

nd ju

nctio

n a

ppro

aches

No o

verta

kin

g:

horiz

onta

l curv

atu

re in

suffic

ient

Pro

posed v

ertic

al a

lignm

ent p

rofile

with

tangent

poin

ts a

nd o

rdin

ate

s a

t 20m

inte

rvals

Exis

ting g

round le

vel p

rofile

alo

ng p

roposed

centre

-line

1 S

tep b

elo

w D

esira

ble

Min

imum

***

Desira

ble

Min

imum

(or D

esira

ble

Maxim

um

gra

die

nt)

Min

imum

to p

rovid

e o

verta

kin

g in

both

dire

ctio

ns**

Suffic

ient to

pro

vid

e o

verta

kin

g in

one d

irectio

n

only

**

Com

plia

nce o

f alig

nm

ent g

eom

etry

ele

ments

with

DM

RB* s

tandard

s(lis

ted in

ord

er o

f ascendin

g s

everity

)

Exte

nt o

f Non-o

verta

kin

g S

ectio

n w

ith re

ason(s

) for

restric

tion

Overta

kin

g p

rovis

ion s

chem

atic

Exte

nt o

f Overta

kin

g S

ectio

n

NB O

verta

kin

g s

chem

atic

is g

enera

lly d

ivid

ed in

to E

astb

ound a

nd

Westb

ound d

irectio

ns a

s in

dic

ate

d b

y th

e a

rrow

heads

Sectio

n p

rofile

s

*D

esig

n M

anual fo

r Roads a

nd B

ridges, V

olu

me 6

, Sectio

n 1

, Part 1

: TD 9

/93 H

ighw

ay L

ink D

esig

n

**NB a

dditio

nal fa

cto

rs c

an in

fluence o

verta

kin

g p

rovis

ion, p

artic

ula

rly ju

nctio

n lo

catio

ns - p

lease

refe

r to th

e o

verta

kin

g p

rovis

ion s

chem

atic

***Recom

mended fo

r vertic

al c

rest c

urv

es in

Non-o

verta

kin

g s

ectio

ns - s

ee D

MRB, T

D 9

/93 P

ara

. 7.3

0

Above D

esira

ble

Min

imum

but n

ot s

uffic

ient to

pro

vid

e o

verta

kin

g

Pro

posed B

engall/

Roberth

ill junctio

ns

Valis

on B

urn

underb

ridge

Valis

on

Burn

Gre

enhill

overb

ridge

Riv

er

Annan

Riv

er A

nnan

underb

ridge

Pro

posed

Bengall/R

oberth

illJu

nctio

ns