melton mowbray distributor road 1.00% -1.00% 4.20% 2.00% roundabout 1 icd intersection 112.460...
TRANSCRIPT
Melton Mowbray Distributor Road APPENDIX M
Detailed Scheme Plans
N
W
A
T
E
R
C
O
U
R
S
E
W
A
T
E
R
C
O
U
R
S
E
S
C
A
L
F
O
R
D
R
O
A
D
F
O
O
T
P
A
T
H
LEFT IN ONLY
ACCESS TO
TD 41/95
LEFT OUT
ONLY ACCESS
TO TD 41/95
C
H
8
0
C
H
1
0
0
C
H
3
0
0
C
H
5
0
0
CH
700
C
H
9
0
0
C
H
1
1
3
4
C
H
2
0
0
C
H
4
0
0
CH
60
0
C
H
800
C
H
1
0
0
0
C
H
0
C
H
1
2
0
0
C
H
1
0
5
4
A
6
0
6
N
O
T
T
IN
G
H
A
M
R
O
A
D
C
O
N
T
I
N
U
A
T
I
O
N
-
R
E
F
E
R
T
O
G
D
0
2
80
.0
00
10
0.0
00
12
0.0
00
14
0.0
00
16
0.0
00
18
0.0
00
20
0.0
00
22
0.0
00
24
0.0
00
26
0.0
00
28
0.0
00
30
0.0
00
32
0.0
00
34
0.0
00
36
0.0
00
38
0.0
00
40
0.0
00
42
0.0
00
44
0.0
00
46
0.0
00
48
0.0
00
50
0.0
00
52
0.0
00
54
0.0
00
56
0.0
00
58
0.0
00
60
0.0
00
62
0.0
00
64
0.0
00
66
0.0
00
68
0.0
00
70
0.0
00
72
0.0
00
74
0.0
00
76
0.0
00
78
0.0
00
80
0.0
00
82
0.0
00
84
0.0
00
86
0.0
00
88
0.0
00
90
0.0
00
92
0.0
00
94
0.0
00
96
0.0
00
98
0.0
00
10
00
.0
00
10
20
.0
00
10
40
.0
00
10
53
.0
00
10
9.4
77
10
8.0
00
10
9.4
43
10
9.2
35
10
8.8
28
10
8.8
82
10
9.1
18
10
8.5
76
11
0.2
26
11
1.8
49
11
3.6
21
11
4.7
60
11
5.7
68
11
6.7
51
11
7.2
96
11
7.5
00
11
7.5
00
11
7.5
00
11
7.4
10
11
7.4
87
11
7.7
52
11
8.3
13
11
7.8
51
11
7.4
37
11
6.4
43
11
5.0
78
11
3.5
19
11
2.0
17
11
0.6
14
10
9.4
99
10
8.8
95
10
8.6
63
10
8.4
08
11
0.0
38
11
1.1
14
11
1.2
22
11
1.9
71
11
3.6
66
11
5.9
97
11
7.9
03
11
9.6
25
12
0.5
00
12
0.5
00
12
0.5
00
12
0.5
00
12
0.5
00
12
0.2
67
12
0.0
14
11
9.5
00
11
9.5
00
11
2.4
60
11
2.2
60
11
2.0
60
11
1.8
60
11
1.6
60
11
1.4
60
11
1.2
60
11
1.0
67
11
1.0
21
11
1.1
67
11
1.3
67
11
1.5
67
11
1.7
67
11
1.9
67
11
2.1
67
11
2.3
67
11
2.5
67
11
2.7
67
11
2.9
67
11
3.0
95
11
3.0
90
11
2.9
52
11
2.7
52
11
2.5
52
11
2.3
52
11
2.1
52
11
1.9
52
11
1.7
52
11
1.5
52
11
1.3
52
11
1.1
52
11
0.9
52
11
0.8
06
11
0.8
53
11
1.0
99
11
1.5
46
11
2.1
93
11
3.0
11
11
3.8
51
11
4.6
91
11
5.5
31
11
6.3
71
11
7.2
11
11
8.0
48
11
8.7
91
11
9.4
00
11
9.8
76
12
0.2
76
12
0.6
76
12
0.9
44
2.9
83
4.2
59
2.6
16
2.6
25
2.8
32
2.5
78
2.1
42
2.4
92
0.7
95
-0
.6
81
-2
.2
54
-3
.1
93
-4
.0
01
-4
.7
83
-5
.1
29
-5
.1
33
-4
.9
33
-4
.7
33
-4
.4
43
-4
.3
91
-4
.6
62
-5
.3
61
-5
.1
00
-4
.8
86
-4
.0
91
-2
.9
27
-1
.5
67
-0
.2
65
0.9
38
1.8
52
2.2
57
2.2
88
2.3
97
0.8
14
-0
.0
14
0.3
24
0.2
22
-0
.6
54
-2
.1
45
-3
.2
11
-4
.0
94
-4
.1
29
-3
.2
89
-2
.4
53
-1
.7
10
-1
.1
00
-0
.3
91
0.2
63
1.1
76
D=350.479 CL=50.000
R=485.000 L=96.197
CL=50.001
R=1600.000 L=426.722
P=-1.000% L=134.642
R=2000.000
K=20.000
P=1.000% L=184.595
R=-3000.000 K=30.000 P=-1.000% L=206.081
R=2000.000 K=20.000 P=4.200% L=126.096
R=-3000.000 K=30.000
P=2.000% L=51.986
Chainage
Proposed Levels
Level Difference
Existing Levels
Horizontal Geometry
Vertical Geometry
DATUM 100.000
-1.00%
1.00% -1.00%
4
.2
0
%
2.0
0%
ROUNDABOUT 1
ICD INTERSECTION
112.460
ROUNDABOUT 2
ICD INTERSECTION
120.944
PROPOSED CULVERT
ROAD CONSTRUCTION 250mm
STRUCTURE DEPTH 500mm
FREEBOARD 600mm
CULVERT BORE 1.2m
EXISTING
FOOTPATH
PROPOSED CULVERT
ROAD CONSTRUCTION 250mm
STRUCTURE DEPTH 500mm
FREEBOARD 600mm
CULVERT BORE 1.1m
L=40.000
L=60.000
L=104.000
L=66.000
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.
IS
O A
1 5
94
mm
x 8
41
mm
KEY PLAN
PROJECT NUMBER
60542201
La
st sa
ve
d b
y: M
IC
HA
EL
.H
AN
CO
CK
(2
01
7-1
2-2
1) L
ast P
lo
tte
d: 2
01
7-1
2-2
1
File
na
me
: N
:\3
24
7\6
05
42
20
1_
MM
DR
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\2
0_
SH
EE
TS
\6
05
42
20
1-S
HT
-2
0-0
00
0-C
-G
D0
1-G
D0
6_
RE
VB
.D
WG
AECOM
12 Regan Way
Chetwynd Business Park
Chilwell, Nottingham NG9 6RZ
tel: +44 (0)115 907 7000
www.aecom.com
PROJECT
MELTON MOWBRAY
DISTRIBUTOR ROAD
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
CONSULTANT
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
REGISTRATION
© Crown copyright and database rights 2017
OS 100019271.
Original Size (A1)
Scale 0 40 80 160m20
1:2000 @ A1 1:4000 @ A3
SHEET TITLE
PRELIMINARY DESIGN PLAN AND PROFILE
SECTION 1
A606 NOTTINGHAM RD TO SCALFORD RD
SHEET NUMBER
60542201-SHT-20-0000-C-GD01 REVB
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
MH
AS
MG
I/R DATE DESCRIPTION
ISSUE/REVISION
- 14/07/2017 FIRST ISSUE
A 18/08/2017 ALIGNMENT AMENDED
B 21/12/2017 ALIGNMENT AMENDED AT RB2
INFORMATION
ONLY
FOR
PROFILE
SCALE: H 1:2000,V 1:400. DATUM: 102.000
PLAN
SCALE: 1:2000
NOTES
1. ALL DIMENSIONS ARE IN METRES UNLESS
STATED OTHERWISE.
2. THIS DRAWING IS BASED ON ORDNANCE
SURVEY AND LIDAR DATA.
3. PROPOSED DESIGN SPEED IS 70kph.
4. REFER TO DRAWING NUMBERS
60542201-SHT-20-0000-C-GD07 TO GD12 FOR
ROUNDABOUT DETAILS.
5. REFER TO DRAWING NUMBER
60542201-SHT-20-0000-C-GD13 FOR TYPICAL
CROSS SECTIONS.
N
D
IS
M
A
N
T
L
E
D
R
A
IL
W
A
Y
SCALFORD
BROOK
M
E
L
T
O
N
S
P
IN
N
E
Y
R
O
A
D
S
C
A
L
F
O
R
D
R
O
A
D
MELTON COUNTRY PARK
FO
O
TP
AT
H
C
H
2
5
8
6
CH
1134
CH
1300
CH
1500
CH
1700
CH
1900
CH
2100
C
H
2
3
0
0
C
H
2
5
0
0
C
H
2
6
7
1
C
H
2
7
0
0
C
H
1
0
0
0
CH
1200
CH
1400
CH
1600
CH
1800
CH
2000
C
H
2
2
0
0
C
H
2
4
0
0
C
H
1
0
5
4
CO
NT
IN
UA
TIO
N - R
EF
ER
T
O G
D01
C
O
N
T
I
N
U
A
T
I
O
N
-
R
E
F
E
R
T
O
G
D
0
3
1134.000
1140.000
1160.000
1180.000
1200.000
1220.000
1240.000
1260.000
1280.000
1300.000
1320.000
1340.000
1360.000
1380.000
1400.000
1420.000
1440.000
1460.000
1480.000
1500.000
1520.000
1540.000
1560.000
1580.000
1600.000
1620.000
1640.000
1660.000
1680.000
1700.000
1720.000
1740.000
1760.000
1780.000
1800.000
1820.000
1840.000
1860.000
1880.000
1900.000
1920.000
1940.000
1960.000
1980.000
2000.000
2020.000
2040.000
2060.000
2080.000
2100.000
2120.000
2140.000
2160.000
2180.000
2200.000
2220.000
2240.000
2260.000
2280.000
2300.000
2320.000
2340.000
2360.000
2380.000
2400.000
2420.000
2440.000
2460.000
2480.000
2500.000
2520.000
2540.000
2560.000
2580.000
2586.000
116.500
116.468
115.672
114.871
114.041
113.251
112.461
111.739
111.187
110.566
109.311
108.500
107.749
106.909
106.319
105.799
105.228
104.720
103.989
103.382
102.728
102.000
101.500
101.000
100.000
99.500
99.000
98.000
96.991
95.809
95.000
94.120
93.000
91.675
89.899
87.954
86.625
85.551
84.500
84.500
89.516
83.219
84.927
85.671
86.390
87.499
88.947
90.508
91.974
93.133
94.497
95.994
97.996
100.664
103.097
105.028
106.655
107.721
108.394
108.831
109.026
108.944
108.563
108.036
107.347
106.289
105.000
103.458
102.121
101.169
101.577
102.311
103.136
103.772
103.920
119.744
119.624
119.204
118.664
117.991
117.184
116.244
115.171
113.964
112.624
111.151
109.674
108.394
107.315
106.435
105.635
104.835
104.035
103.235
102.435
101.635
100.835
100.035
99.235
98.435
97.635
96.835
96.035
95.235
94.435
93.635
92.835
92.035
91.235
90.435
89.674
89.100
88.726
88.552
88.578
88.804
89.189
89.587
89.985
90.383
90.781
91.179
91.577
91.975
92.373
92.771
93.169
93.567
93.965
94.363
94.761
95.159
95.557
95.955
96.353
96.751
97.149
97.547
97.945
98.343
98.741
99.139
99.537
99.935
100.333
100.731
101.129
101.527
101.925
102.050
3.157
3.532
3.792
3.949
3.933
3.782
3.432
2.776
2.057
1.840
1.173
0.645
0.405
0.115
-0.164
-0.394
-0.686
-0.754
-0.947
-1.094
-1.166
-1.466
-1.766
-1.566
-1.866
-2.166
-1.966
-1.757
-1.375
-1.366
-1.286
-0.966
-0.440
0.535
1.720
2.476
3.175
4.051
4.077
-0.713
5.970
4.659
4.313
3.992
3.282
2.232
1.068
0.001
-0.761
-1.726
-2.825
-4.429
-6.699
-8.734
-10.268
-11.497
-12.164
-12.439
-12.479
-12.276
-11.796
-11.017
-10.091
-9.004
-7.549
-5.862
-3.922
-2.187
-0.836
-0.847
-1.183
-1.609
-1.848
R=1600.000 L=249.681
D=734.269 CL=50.000
R=485.000 L=51.214
CL=50.000 D=317.127
P
R=-3000.000 K=30.000
R=2000.000 K=20.000
P=-4.000% L=409.482
R=2000.000 K=20.000 P=1.990% L=659.082
Chainage
Proposed Levels
Level Difference
Existing Levels
Horizontal Geometry
Vertical Geometry
DATUM 80.000
-2.00%
ROUNDABOUT 2 ICD
INTERSECTION
119.744
ROUNDABOUT 3
ICD INTERSECTION
102.050
-4
.0
0
%
1.9
9%
DISMANTLED
RAILWAY
PROPOSED OPEN
SPAN STRUCTURE
ROAD CONSTRUCTION 250mm
STRUCTURE DEPTH 500mm
FREEBOARD 600mm
STRUCTURE BORE 3.2m
FOOTPATH
L=173.357
L=75.571 L=119.800
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.
IS
O A
1 5
94
mm
x 8
41
mm
KEY PLAN
PROJECT NUMBER
60542201
La
st sa
ve
d b
y: M
IC
HA
EL
.H
AN
CO
CK
(2
01
7-1
2-2
1) L
ast P
lo
tte
d: 2
01
7-1
2-2
1
File
na
me
: N
:\3
24
7\6
05
42
20
1_
MM
DR
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\2
0_
SH
EE
TS
\6
05
42
20
1-S
HT
-2
0-0
00
0-C
-G
D0
1-G
D0
6_
RE
VB
.D
WG
AECOM
12 Regan Way
Chetwynd Business Park
Chilwell, Nottingham NG9 6RZ
tel: +44 (0)115 907 7000
www.aecom.com
PROJECT
MELTON MOWBRAY
DISTRIBUTOR ROAD
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
CONSULTANT
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
REGISTRATION
© Crown copyright and database rights 2017
OS 100019271.
Original Size (A1)
Scale 0 50 100 200m25
1:2500 @ A1 1:5000 @ A3
SHEET TITLE
PRELIMINARY DESIGN PLAN AND PROFILE
SECTION 2
SCALFORD RD TO MELTON SPINNEY RD
SHEET NUMBER
60542201-SHT-20-0000-C-GD02 REVB
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
MH
AS
MG
I/R DATE DESCRIPTION
ISSUE/REVISION
- 14/07/2017 FIRST ISSUE
A 18/08/2017 ALIGNMENT AMENDED
B 21/12/2017 ALIGNMENT AMENDED AT RB2
PROFILE
SCALE: H 1:2500,V 1:500. DATUM: 80.000
PLAN
SCALE: 1:2500
NOTES
1. ALL DIMENSIONS ARE IN METRES UNLESS
STATED OTHERWISE.
2. THIS DRAWING IS BASED ON ORDNANCE
SURVEY AND LIDAR DATA.
3. PROPOSED DESIGN SPEED IS 70kph.
4. REFER TO DRAWING NUMBERS
60542201-SHT-20-0000-C-GD07 TO GD12 FOR
ROUNDABOUT DETAILS.
5. REFER TO DRAWING NUMBER
60542201-SHT-20-0000-C-GD13 FOR TYPICAL
CROSS SECTIONS.
INFORMATION
ONLY
FOR
NM
E
L
T
O
N
S
P
I
N
N
E
Y
R
O
A
D
TWINLAKES
THEME PARK
A
6
0
7
M
E
L
T
O
N
WA
TE
RC
OU
RS
E
F
O
O
T
P
A
T
H
R
D
F
O
O
T
P
A
T
H
ROUNDABOUT ARM TO
TIE INTO TWINLAKES
ONE-WAY SYSTEM
C
H
2
5
8
6
C
H
2
5
0
0
C
H
2
6
7
1
C
H
2
7
0
0
C
H
2
9
0
0
C
H
3100
C
H
3
3
0
0
C
H
3
5
0
0
C
H
3
5
5
2
C
H
3
6
1
6
C
H
3
7
0
0
C
H
2
8
0
0
C
H
3
0
0
0
CH
3200
C
H
3
4
0
0
C
H
3
8
0
0
C
O
N
T
IN
U
A
T
IO
N
-
R
E
F
E
R
T
O
G
D
0
2
C
O
N
T
I
N
U
A
T
I
O
N
-
R
E
F
E
R
T
O
G
D
0
4
Level
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
Chainage
Proposed Levels
Level Difference
Existing Levels
Horizontal Geometry
Vertical Geometry
26
71
.0
00
26
80
.0
00
27
00
.0
00
27
20
.0
00
27
40
.0
00
27
60
.0
00
27
80
.0
00
28
00
.0
00
28
20
.0
00
28
40
.0
00
28
60
.0
00
29
20
.0
00
29
40
.0
00
29
60
.0
00
29
80
.0
00
30
20
.0
00
30
40
.0
00
30
60
.0
00
30
80
.0
00
31
00
.0
00
31
20
.0
00
31
40
.0
00
31
60
.0
00
31
80
.0
00
32
20
.0
00
32
40
.0
00
32
60
.0
00
32
80
.0
00
33
20
.0
00
33
40
.0
00
33
60
.0
00
33
80
.0
00
34
00
.0
00
34
20
.0
00
34
40
.0
00
34
60
.0
00
34
80
.0
00
35
00
.0
00
35
20
.0
00
35
51
.9
87
10
3.5
54
10
3.0
20
10
2.8
46
10
2.5
07
10
1.4
34
10
0.7
11
10
0.1
85
99
.6
37
99
.0
43
98
.4
63
97
.8
72
97
.3
63
96
.8
24
96
.2
55
95
.6
85
95
.1
25
94
.5
90
94
.0
79
93
.6
39
93
.2
29
92
.8
35
92
.4
31
91
.9
90
91
.5
19
91
.1
18
90
.7
57
90
.4
18
90
.1
00
89
.7
82
89
.4
81
89
.1
44
88
.8
52
88
.5
26
88
.1
42
87
.6
76
87
.2
07
86
.8
19
86
.4
59
86
.1
04
85
.7
99
85
.5
12
85
.3
10
85
.0
98
84
.5
00
84
.6
02
84
.5
04
84
.0
66
84
.0
00
84
.0
00
84
.0
00
84
.0
00
84
.0
01
84
.0
00
83
.4
35
84
.0
89
84
.2
28
84
.3
54
84
.4
81
84
.6
66
84
.9
49
85
.3
75
85
.6
35
85
.8
91
86
.1
52
86
.5
05
86
.9
60
87
.3
97
87
.8
35
88
.3
03
88
.7
62
89
.2
64
89
.8
44
90
.4
94
91
.1
40
91
.7
89
92
.4
65
93
.2
84
94
.2
32
95
.1
25
95
.9
35
96
.7
36
97
.4
95
98
.1
48
98
.7
10
99
.1
81
99
.5
86
99
.8
39
10
0.1
35
10
0.3
98
L =271.516
L: 100.000
R: 720.000
L: 392.996
L: 100.000
L =16.479
-2.0
0%
-3
.7
5
%
2.0
0%
10
3.7
50
10
3.5
10
10
3.3
10
10
3.1
04
10
2.8
87
10
2.6
61
10
2.4
25
10
2.1
79
10
1.9
22
10
1.6
56
10
1.3
80
10
1.0
94
10
0.7
98
10
0.4
91
10
0.1
75
99
.8
49
99
.5
13
99
.1
66
98
.8
10
98
.4
44
98
.0
70
97
.6
95
97
.3
20
96
.9
45
96
.5
70
96
.1
95
95
.8
20
95
.4
45
95
.0
70
94
.6
95
94
.3
20
93
.9
45
93
.5
70
93
.1
95
92
.8
20
92
.4
45
92
.0
70
91
.7
07
91
.3
83
91
.0
97
90
.8
49
90
.6
40
90
.4
69
90
.3
37
90
.2
43
90
.1
88
90
.1
71
90
.1
93
90
.2
53
90
.3
51
90
.4
88
90
.6
64
90
.8
78
91
.1
30
91
.4
21
91
.7
50
92
.1
18
92
.5
10
92
.8
93
93
.2
66
93
.6
29
93
.9
82
94
.3
26
94
.6
59
94
.9
82
95
.2
95
95
.5
98
95
.8
91
96
.1
75
96
.4
48
96
.7
11
96
.9
64
97
.2
07
97
.4
40
97
.6
64
97
.8
77
98
.0
80
98
.2
80
98
.4
80
98
.6
80
98
.8
80
99
.0
80
99
.2
80
99
.4
80
99
.6
80
99
.8
80
10
0.0
80
10
0.2
80
10
0.4
60
0.1
96
0.4
90
0.4
64
0.5
97
1.4
53
1.9
51
2.2
40
2.5
41
2.8
79
3.1
93
3.5
08
3.7
31
3.9
74
4.2
36
4.4
90
4.7
23
4.9
23
5.0
87
5.1
72
5.2
15
5.2
35
5.2
64
5.3
30
5.4
26
5.4
52
5.4
38
5.4
02
5.3
44
5.2
88
5.2
13
5.1
75
5.0
93
5.0
44
5.0
52
5.1
44
5.2
38
5.2
51
5.2
48
5.2
79
5.2
98
5.3
37
5.3
30
5.3
71
5.8
37
5.6
42
5.6
84
6.1
06
6.1
93
6.2
53
6.3
52
6.4
88
6.6
63
6.8
77
7.6
95
7.3
32
7.5
22
7.7
64
8.0
29
8.2
27
8.3
17
8.2
55
8.3
47
8.4
34
8.5
06
8.4
77
8.3
35
8.2
01
8.0
56
7.8
71
7.6
86
7.4
47
7.1
20
6.7
13
6.3
00
5.8
74
5.4
12
4.7
96
4.0
48
3.3
55
2.7
45
2.1
44
1.5
85
1.1
32
0.7
70
0.4
99
0.2
94
0.2
41
0.1
45
0.0
62
G =-2.000%
L =20.761
R =10000.000
K =100.000
L =174.987
G =-3.750%
L =168.138
R =2600.000
K =26.000
L =200.418
R =10000.000
K =100.000
L =195.854
G =2.000%
L =120.833
ROUNDABOUT 3 ICD
INTERSECTION
103.750ROUNDABOUT 4 ICD
INTERSECTION
100.460
LP CHAINAGE = 3109.382m
LEVEL = 90.171m
PROPOSED OPEN
SPAN STRUCTURE
ROAD CONSTRUCTION 250mm
STRUCTURE DEPTH 500mm
FREEBOARD 600mm
STRUCTURE BORE 3.3m
EXISTING
FOOTPATH
28
80
.0
00
29
00
.0
00
30
00
.0
00
32
00
.0
00
33
00
.0
00
35
40
.0
00
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.
IS
O A
1 5
94
mm
x 8
41
mm
KEY PLAN
PROJECT NUMBER
60542201
La
st sa
ve
d b
y: M
IC
HA
EL
.H
AN
CO
CK
(2
01
7-1
2-2
1) L
ast P
lo
tte
d: 2
01
7-1
2-2
1
File
na
me
: N
:\3
24
7\6
05
42
20
1_
MM
DR
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\2
0_
SH
EE
TS
\6
05
42
20
1-S
HT
-2
0-0
00
0-C
-G
D0
1-G
D0
6_
RE
VB
.D
WG
AECOM
12 Regan Way
Chetwynd Business Park
Chilwell, Nottingham NG9 6RZ
tel: +44 (0)115 907 7000
www.aecom.com
PROJECT
MELTON MOWBRAY
DISTRIBUTOR ROAD
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
CONSULTANT
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
REGISTRATION
© Crown copyright and database rights 2017
OS 100019271.
Original Size (A1)
Scale 0 40 80 160m20
1:2000 @ A1 1:4000 @ A3
SHEET TITLE
PRELIMINARY DESIGN PLAN AND PROFILE
SECTION 3
MELTON SPINNEY RD TO A607 MELTON RD
SHEET NUMBER
60542201-SHT-20-0000-C-GD03 REVB
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
MH
AS
MG
I/R DATE DESCRIPTION
ISSUE/REVISION
- 14/07/2017 FIRST ISSUE
A 18/08/2017 ALIGNMENT AMENDED
B 21/12/2017 CHAINAGE AMENDED
PROFILE
SCALE: H 1:2000,V 1:400. DATUM: 80.000
PLAN
SCALE: 1:2000
NOTES
1. ALL DIMENSIONS ARE IN METRES UNLESS
STATED OTHERWISE.
2. THIS DRAWING IS BASED ON ORDNANCE
SURVEY AND LIDAR DATA.
3. PROPOSED DESIGN SPEED IS 100kph.
4. REFER TO DRAWING NUMBERS
60542201-SHT-20-0000-C-GD07 TO GD12 FOR
ROUNDABOUT DETAILS.
5. REFER TO DRAWING NUMBER
60542201-SHT-20-0000-C-GD14 FOR TYPICAL
CROSS SECTIONS.
INFORMATION
ONLY
FOR
N
A
6
0
7
M
E
L
T
O
N
R
D
L
A
G
L
A
N
E
B
6
7
6
S
A
X
B
Y
R
D
THORPE
ARNOLD
W
A
T
E
R
C
O
U
R
S
E
R
IV
E
R
E
Y
E
F
O
O
T
P
A
T
H
1
3
2
k
V
O
/
H
P
O
W
E
R
L
I
N
E
S
1
3
2
k
V
O
/
H
P
O
W
E
R
L
I
N
E
S
132kV
O
/H
P
O
W
E
R
LIN
E
S
C
H
3
5
0
0
C
H
3
5
5
2
C
H
3
6
1
6
C
H
3
7
0
0
C
H
3
9
0
0
CH
4100
C
H
4
3
0
0
C
H
4
5
0
0
C
H
4
7
0
0
CH
4864
CH
4900
C
H
3
8
0
0
C
H
4
0
0
0
CH
4200
C
H
4
4
0
0
C
H
4
6
0
0
C
H
4
8
0
0
C
O
N
T
I
N
U
A
T
I
O
N
-
R
E
F
E
R
T
O
G
D
0
3
C
O
N
T
IN
U
A
T
IO
N
-
R
E
F
E
R
T
O
G
D
0
5
Level
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
Chainage
Proposed Levels
Level Difference
Existing Levels
Horizontal Geometry
Vertical Geometry
36
16
.0
00
36
20
.0
00
36
40
.0
00
36
80
.0
00
37
00
.0
00
37
40
.0
00
37
60
.0
00
37
80
.0
00
38
00
.0
00
38
20
.0
00
38
40
.0
00
38
60
.0
00
38
80
.0
00
39
00
.0
00
39
20
.0
00
39
40
.0
00
39
60
.0
00
39
80
.0
00
40
00
.0
00
40
20
.0
00
40
40
.0
00
40
60
.0
00
40
80
.0
00
41
00
.0
00
41
20
.0
00
41
40
.0
00
41
60
.0
00
41
80
.0
00
42
00
.0
00
42
20
.0
00
42
40
.0
00
42
60
.0
00
43
00
.0
00
43
20
.0
00
43
40
.0
00
43
60
.0
00
43
80
.0
00
44
00
.0
00
44
20
.0
00
44
40
.0
00
44
60
.0
00
44
80
.0
00
45
00
.0
00
45
20
.0
00
45
40
.0
00
45
60
.0
00
45
80
.0
00
46
00
.0
00
46
20
.0
00
46
40
.0
00
46
60
.0
00
46
80
.0
00
47
00
.0
00
47
40
.0
00
47
60
.0
00
48
00
.2
84
10
0.4
53
10
0.4
49
10
0.2
04
98
.9
33
98
.2
88
97
.5
58
96
.6
33
96
.0
91
94
.9
14
93
.7
74
93
.1
46
92
.5
26
91
.9
31
91
.5
54
91
.1
88
90
.8
21
90
.4
53
90
.0
83
89
.8
24
89
.5
96
89
.3
65
89
.1
30
88
.8
96
88
.6
62
88
.4
29
88
.1
96
87
.9
66
87
.7
49
87
.5
29
87
.3
34
87
.4
87
88
.6
12
89
.8
76
91
.0
27
91
.9
71
92
.7
60
93
.8
77
94
.0
08
94
.1
79
94
.3
20
94
.4
15
94
.4
37
94
.3
67
94
.2
82
94
.1
88
93
.8
85
93
.4
08
93
.1
28
92
.9
05
92
.4
54
91
.9
70
91
.3
68
90
.9
58
90
.9
95
90
.5
63
89
.8
56
89
.1
17
88
.3
31
87
.5
10
86
.6
30
85
.6
97
84
.7
90
83
.9
18
83
.2
63
83
.2
34
83
.3
89
83
.4
99
83
.5
89
83
.6
63
83
.8
23
83
.6
41
84
.1
00
84
.0
16
83
.8
43
83
.4
02
82
.9
78
82
.9
75
83
.0
88
83
.0
72
83
.0
08
82
.9
11
82
.6
86
82
.4
32
82
.0
39
81
.7
37
81
.4
85
81
.3
55
81
.1
89
80
.9
37
80
.6
93
80
.5
01
80
.5
87
80
.4
30
80
.4
62
80
.4
67
80
.3
65
80
.3
57
80
.3
84
80
.5
66
80
.6
35
80
.6
20
80
.8
30
81
.3
81
81
.7
27
82
.1
57
82
.0
72
81
.8
71
81
.8
64
81
.8
76
81
.7
28
81
.4
62
81
.1
65
80
.7
96
80
.2
98
79
.6
02
79
.0
32
78
.2
03
77
.3
96
76
.5
35
76
.0
04
L =63.945
L: 100.000
R: 720.000
L: 617.056
L: 100.000
L =140.037
L: 100.000
R: 720.000
L: 63.253
-2.0
0%
-3
.4
0
%
-1.00%
10
1.1
00
10
0.9
60
10
0.7
60
10
0.5
58
10
0.3
48
10
0.1
27
99
.8
96
99
.6
55
99
.4
04
99
.1
44
98
.8
73
98
.5
92
98
.3
01
98
.0
01
97
.6
90
97
.3
69
97
.0
38
96
.6
99
96
.3
59
96
.0
19
95
.6
79
95
.3
39
94
.9
99
94
.6
59
94
.3
20
93
.9
80
93
.6
40
93
.3
00
92
.9
60
92
.6
20
92
.2
80
91
.9
40
91
.6
00
91
.2
60
90
.9
20
90
.5
80
90
.2
40
89
.9
00
89
.5
60
89
.2
20
88
.8
80
88
.5
40
88
.2
00
87
.8
60
87
.5
20
87
.1
80
86
.8
40
86
.5
00
86
.1
60
85
.8
20
85
.4
80
85
.1
40
84
.8
00
84
.4
60
84
.1
20
83
.7
80
83
.4
40
83
.1
00
82
.7
61
82
.4
21
82
.0
83
81
.7
75
81
.5
05
81
.2
74
81
.0
82
80
.9
28
80
.8
12
80
.7
12
80
.6
12
80
.5
12
80
.4
12
80
.3
12
80
.2
12
80
.1
12
80
.0
12
79
.9
12
79
.8
12
79
.7
12
79
.6
12
79
.5
12
79
.4
12
79
.3
12
79
.2
12
79
.1
12
79
.0
12
78
.9
12
78
.8
12
78
.7
12
78
.6
12
78
.5
12
78
.4
12
78
.3
12
78
.2
13
78
.1
13
78
.0
13
77
.9
13
77
.8
13
77
.7
13
77
.6
13
77
.5
13
77
.4
13
77
.3
13
77
.2
13
77
.1
13
77
.0
13
76
.9
13
76
.8
13
76
.7
13
76
.6
13
76
.5
13
76
.4
13
76
.3
13
76
.2
13
76
.1
13
76
.0
13
75
.9
13
75
.8
13
75
.7
13
75
.6
13
75
.5
40
0.6
47
0.5
11
0.5
56
1.6
26
2.0
60
2.5
68
3.2
63
3.5
64
4.4
90
5.3
69
5.7
27
6.0
66
6.3
70
6.4
47
6.5
02
6.5
48
6.5
85
6.6
16
6.5
35
6.4
23
6.3
15
6.2
09
6.1
04
5.9
97
5.8
91
5.7
84
5.6
74
5.5
51
5.4
30
5.2
86
4.7
93
3.3
28
1.7
24
0.2
33
-1
.0
51
-2
.1
80
-3
.6
38
-4
.1
08
-4
.6
19
-5
.1
00
-5
.5
35
-5
.8
97
-6
.1
67
-6
.4
22
-6
.6
68
-6
.7
05
-6
.5
68
-6
.6
28
-6
.7
44
-6
.6
33
-6
.4
90
-6
.2
27
-6
.1
57
-6
.5
35
-6
.4
43
-6
.0
75
-5
.6
76
-5
.2
31
-4
.7
49
-4
.2
09
-3
.6
15
-3
.0
16
-2
.4
13
-1
.9
89
-2
.1
52
-2
.4
61
-2
.6
87
-2
.8
77
-3
.0
51
-3
.3
11
-3
.2
29
-3
.7
88
-3
.8
04
-3
.7
30
-3
.3
90
-3
.0
65
-3
.1
63
-3
.3
76
-3
.4
60
-3
.4
96
-3
.4
99
-3
.3
74
-3
.2
19
-2
.9
27
-2
.7
25
-2
.5
73
-2
.5
42
-2
.4
76
-2
.3
25
-2
.1
80
-2
.0
88
-2
.2
75
-2
.2
17
-2
.3
50
-2
.4
54
-2
.4
53
-2
.5
44
-2
.6
71
-2
.9
53
-3
.1
22
-3
.2
08
-3
.5
17
-4
.1
68
-4
.6
15
-5
.1
44
-5
.1
59
-5
.0
58
-5
.1
52
-5
.2
63
-5
.2
15
-5
.0
49
-4
.8
53
-4
.5
83
-4
.1
85
-3
.5
89
-3
.1
19
-2
.3
90
-1
.6
83
-0
.9
23
-0
.4
64
G =-2.000%
L =21.270
R =10000.000
K =100.000
L =139.941
G =-3.400%
L =432.448
G =-1.000%
L =528.236
R =2600.000
K =26.000
L =62.396
ROUNDABOUT 4 ICD
INTERSECTION
101.100
ROUNDABOUT 5 ICD
INTERSECTION
75.540
PROPOSED CULVERT
ROAD CONSTRUCTION 250mm
STRUCTURE DEPTH 500mm
FREEBOARD 600mm
CULVERT BORE 1.6m
EXISTING
FOOTPATH
132kV O/H
ELEC LINES
* * *
* * *
* * *
36
60
.0
00
37
20
.0
00
42
80
.0
00
47
20
.0
00
47
80
.0
00
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.
IS
O A
1 5
94
mm
x 8
41
mm
KEY PLAN
PROJECT NUMBER
60542201
La
st sa
ve
d b
y: M
IC
HA
EL
.H
AN
CO
CK
(2
01
7-1
2-2
1) L
ast P
lo
tte
d: 2
01
7-1
2-2
1
File
na
me
: N
:\3
24
7\6
05
42
20
1_
MM
DR
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\2
0_
SH
EE
TS
\6
05
42
20
1-S
HT
-2
0-0
00
0-C
-G
D0
1-G
D0
6_
RE
VB
.D
WG
AECOM
12 Regan Way
Chetwynd Business Park
Chilwell, Nottingham NG9 6RZ
tel: +44 (0)115 907 7000
www.aecom.com
PROJECT
MELTON MOWBRAY
DISTRIBUTOR ROAD
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
CONSULTANT
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
REGISTRATION
© Crown copyright and database rights 2017
OS 100019271.
Original Size (A1)
Scale 0 40 80 160m20
1:2000 @ A1 1:4000 @ A3
SHEET TITLE
PRELIMINARY DESIGN PLAN AND PROFILE
SECTION 4
A607 MELTON RD TO B676 SAXBY RD
SHEET NUMBER
60542201-SHT-20-0000-C-GD04 REVB
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
MH
AS
MG
I/R DATE DESCRIPTION
ISSUE/REVISION
- 14/07/2017 FIRST ISSUE
A 18/08/2017 ALIGNMENT AMENDED
B 21/12/2017 CHAINAGE AMENDED
PROFILE
SCALE: H 1:2000,V 1:400. DATUM: 74.000
PLAN
SCALE: 1:2000
NOTES
1. ALL DIMENSIONS ARE IN METRES UNLESS
STATED OTHERWISE.
2. THIS DRAWING IS BASED ON ORDNANCE
SURVEY AND LIDAR DATA.
3. PROPOSED DESIGN SPEED IS 100kph.
4. REFER TO DRAWING NUMBERS
60542201-SHT-20-0000-C-GD07 TO GD12 FOR
ROUNDABOUT DETAILS.
5. REFER TO DRAWING NUMBER
60542201-SHT-20-0000-C-GD14 FOR TYPICAL
CROSS SECTIONS.
INFORMATION
ONLY
FOR
N
B
6
7
6
S
A
X
B
Y
R
D
R
IV
E
R
E
Y
E
RA
ILW
AY
L
A
G
L
A
N
E
L
A
G
L
A
N
E
1
3
2
k
V
O
/
H
P
O
W
E
R
L
I
N
E
S
132kV
O
/H
P
O
W
E
R
LIN
E
S
1
3
2
k
V
O
/
H
P
O
W
E
R
L
I
N
E
S
EXISTING LAG
LANE BRIDGE TO
BE DEMOLISHED
EXISTING LAG LANE JUNCTIONS
WITH B676 TO BE STOPPED UP,
SUBJECT TO LCC APPROVAL.
TURNING HEADS TO BE PROVIDED.
C
H
4
7
0
0
CH
4864
CH
4900
CH
5100
CH
5300
CH
5500
CH
5700
CH
5900
C
H
4
8
0
0
CH
5000
CH
5200
CH
5400
CH
5600
CH
5800
CH
6000
C
O
N
T
IN
U
A
T
IO
N
-
R
E
F
E
R
T
O
G
D
0
4
CO
NT
IN
UA
TIO
N - R
EF
ER
T
O G
D06
Level
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
Chainage
Proposed Levels
Level Difference
Existing Levels
Horizontal Geometry
Vertical Geometry
48
64
.0
00
48
80
.0
00
49
00
.0
00
49
20
.0
00
49
40
.0
00
49
60
.0
00
49
80
.0
00
50
00
.0
00
50
20
.0
00
50
40
.0
00
50
60
.0
00
50
80
.0
00
51
00
.0
00
51
20
.0
00
51
40
.0
00
51
60
.0
00
51
80
.0
00
52
00
.0
00
52
20
.0
00
52
40
.0
00
52
60
.0
00
52
80
.0
00
53
00
.0
00
53
20
.0
00
53
40
.0
00
53
60
.0
00
53
80
.0
00
54
00
.0
00
54
20
.0
00
54
40
.0
00
54
60
.0
00
54
80
.0
00
55
00
.0
00
55
20
.0
00
55
40
.0
00
55
60
.0
00
55
80
.0
00
56
00
.0
00
56
20
.0
00
56
40
.0
00
56
60
.0
00
56
80
.0
00
57
00
.0
00
57
20
.0
00
57
40
.0
00
57
60
.0
00
57
80
.0
00
58
00
.0
00
58
20
.0
00
58
40
.0
00
58
60
.0
00
58
80
.0
00
59
00
.0
00
59
20
.0
00
59
40
.0
00
59
60
.0
00
59
80
.0
00
60
00
.0
00
60
20
.0
00
60
40
.0
00
60
60
.0
00
60
80
.0
00
61
00
.0
00
73
.5
00
73
.5
00
73
.5
00
73
.5
03
73
.0
00
73
.3
87
72
.5
16
72
.7
60
72
.5
52
73
.2
43
73
.5
00
73
.5
00
73
.5
00
73
.5
00
73
.5
00
73
.4
99
73
.4
99
73
.5
00
73
.5
00
73
.5
00
73
.5
00
73
.5
00
73
.5
34
73
.5
20
73
.6
51
73
.8
41
74
.0
00
74
.0
93
74
.3
15
74
.4
98
74
.5
25
74
.5
72
74
.9
47
74
.9
98
75
.2
54
75
.3
80
75
.4
94
75
.6
29
75
.8
02
75
.9
93
76
.0
49
76
.1
54
76
.2
58
76
.3
66
76
.4
34
76
.4
70
76
.4
95
76
.5
00
76
.5
00
76
.5
83
76
.7
35
76
.8
84
77
.0
00
77
.0
58
77
.1
82
77
.2
83
77
.4
22
77
.0
82
77
.0
00
77
.2
12
77
.8
05
78
.0
36
78
.2
20
78
.4
00
78
.5
46
78
.8
25
79
.0
78
79
.3
92
79
.7
57
80
.4
80
81
.3
27
81
.3
08
81
.3
65
81
.6
67
82
.1
01
82
.5
38
82
.9
37
83
.4
39
83
.9
65
84
.4
81
84
.9
00
85
.3
11
85
.7
07
86
.1
69
86
.7
84
88
.0
37
88
.2
04
88
.3
56
88
.6
36
89
.0
75
89
.6
11
90
.1
20
90
.6
84
91
.2
02
91
.7
08
92
.2
22
92
.7
45
93
.2
33
93
.6
85
94
.0
96
94
.5
03
94
.8
92
95
.2
49
95
.6
00
95
.9
92
96
.3
77
96
.8
54
97
.1
80
97
.4
31
97
.6
98
97
.9
70
98
.5
15
98
.6
84
98
.8
58
99
.0
42
99
.2
56
99
.4
46
99
.6
12
99
.8
25
10
0.0
26
10
0.2
32
10
0.4
04
10
0.5
85
10
0.8
03
10
0.9
99
L =1015.302
L: 100.000
1.00%
-1.00%
2.0
0%
74
.8
40
74
.9
30
75
.0
30
75
.1
30
75
.2
30
75
.3
30
75
.4
30
75
.5
30
75
.6
30
75
.7
30
75
.8
30
75
.9
30
76
.0
30
76
.1
30
76
.2
30
76
.3
30
76
.4
30
76
.5
30
76
.6
30
76
.7
30
76
.8
45
76
.9
99
77
.1
91
77
.4
21
77
.6
90
77
.9
97
78
.3
42
78
.7
26
79
.1
49
79
.6
10
80
.1
08
80
.6
04
81
.0
82
81
.5
42
81
.9
83
82
.4
07
82
.8
12
83
.1
99
83
.5
68
83
.9
18
84
.2
51
84
.5
65
84
.8
61
85
.1
39
85
.3
99
85
.6
41
85
.8
64
86
.0
69
86
.2
56
86
.4
25
86
.5
76
86
.7
08
86
.8
22
86
.9
19
86
.9
96
87
.0
56
87
.0
98
87
.1
21
87
.1
26
87
.1
13
87
.0
82
87
.0
33
86
.9
65
86
.8
80
86
.7
80
86
.6
80
86
.5
80
86
.4
80
86
.3
80
86
.2
88
86
.2
32
86
.2
15
86
.2
36
86
.2
95
86
.3
93
86
.5
29
86
.7
04
86
.9
03
87
.1
03
87
.3
03
87
.5
03
87
.7
03
87
.9
03
88
.1
03
88
.3
03
88
.5
03
88
.7
03
88
.9
03
89
.1
03
89
.3
03
89
.5
03
89
.7
03
89
.9
03
90
.1
03
90
.3
03
90
.5
03
90
.7
03
90
.9
03
91
.1
03
91
.3
03
91
.5
03
91
.7
03
91
.9
03
92
.1
03
92
.3
03
92
.5
03
92
.7
03
92
.9
03
93
.1
03
93
.3
03
93
.5
03
93
.7
03
93
.9
03
94
.1
03
94
.3
03
94
.5
03
94
.7
03
94
.9
03
95
.1
03
95
.3
03
95
.5
03
95
.7
03
95
.9
03
96
.1
03
96
.3
02
1.3
40
1.4
30
1.5
30
1.6
27
2.2
30
1.9
43
2.9
14
2.7
70
3.0
79
2.4
87
2.3
30
2.4
30
2.5
30
2.6
30
2.7
30
2.8
31
2.9
31
3.0
31
3.1
30
3.2
30
3.3
45
3.4
98
3.6
57
3.9
01
4.0
39
4.1
55
4.3
43
4.6
34
4.8
34
5.1
12
5.5
82
6.0
32
6.1
35
6.5
43
6.7
29
7.0
27
7.3
18
7.5
70
7.7
66
7.9
26
8.2
02
8.4
12
8.6
03
8.7
73
8.9
65
9.1
71
9.3
69
9.5
69
9.7
56
9.8
42
9.8
41
9.8
24
9.8
22
9.8
61
9.8
15
9.7
73
9.6
76
10
.0
40
10
.1
26
9.9
01
9.2
77
8.9
97
8.7
45
8.4
79
8.2
34
7.8
55
7.5
03
7.0
89
6.6
24
5.8
08
4.9
05
4.9
06
4.8
71
4.6
28
4.2
92
3.9
91
3.7
66
3.4
64
3.1
38
2.8
23
2.6
03
2.3
92
2.1
96
1.9
34
1.5
20
0.4
66
0.5
00
0.5
47
0.4
67
0.2
28
-0
.1
07
-0
.4
17
-0
.7
81
-1
.0
99
-1
.4
05
-1
.7
18
-2
.0
42
-2
.3
30
-2
.5
82
-2
.7
93
-3
.0
00
-3
.1
89
-3
.3
45
-3
.4
96
-3
.6
89
-3
.8
73
-4
.1
51
-4
.2
76
-4
.3
27
-4
.3
95
-4
.4
66
-4
.8
12
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.7
81
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55
-4
.7
38
-4
.7
53
-4
.7
43
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.7
09
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22
-4
.7
23
-4
.7
29
-4
.7
00
-4
.6
81
-4
.6
99
-4
.6
97
G =1.000%
L =190.134
R =2600.000
K =26.000
L =106.481
R =5500.000
K =55.000
L =335.239
G =-1.000%
L =50.726
R =2600.000
K =26.000
L =77.997
G =2.000%
L =467.222
RE
FE
R T
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HT
N
O. G
D0
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EF
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N
O. G
D0
6
ROUNDABOUT 5
ICD INTERSECTION
74.840
132kV O/H
ELEC LINES
* * *
* * *
* * *
PROPOSED RAILWAY BRIDGE
SKEW SPAN 46.76m
ROAD CONSTRUCTION 250mm
STRUCTURE DEPTH 2.5m
HEADROOM 7.2m
LP CHAINAGE = 5549.576m
LEVEL = 86.215m
HP CHAINAGE = 5417.863m
LEVEL = 87.127m
PROPOSED
RIVER BRIDGE
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
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ay n
ot b
e u
se
d, m
od
ifie
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pro
du
ce
d o
r re
lie
d u
po
n b
y th
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p
artie
s, e
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s a
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ed
b
y A
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r a
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qu
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d b
y la
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a
cce
pts n
o re
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sib
ility, a
nd
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s a
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bility w
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tso
eve
r, to
a
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arty th
at u
se
s o
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s o
n th
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g w
ith
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’s e
xp
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ritte
n co
nse
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le
th
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nt. A
ll m
ea
su
re
me
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ust b
e o
bta
in
ed
fro
m th
e sta
te
d d
im
en
sio
ns.
IS
O A
1 5
94
mm
x 8
41
mm
KEY PLAN
PROJECT NUMBER
60542201
La
st sa
ve
d b
y: M
IC
HA
EL
.H
AN
CO
CK
(2
01
7-1
2-2
1) L
ast P
lo
tte
d: 2
01
7-1
2-2
1
File
na
me
: N
:\3
24
7\6
05
42
20
1_
MM
DR
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\2
0_
SH
EE
TS
\6
05
42
20
1-S
HT
-2
0-0
00
0-C
-G
D0
1-G
D0
6_
RE
VB
.D
WG
AECOM
12 Regan Way
Chetwynd Business Park
Chilwell, Nottingham NG9 6RZ
tel: +44 (0)115 907 7000
www.aecom.com
PROJECT
MELTON MOWBRAY
DISTRIBUTOR ROAD
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
CONSULTANT
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
REGISTRATION
© Crown copyright and database rights 2017
OS 100019271.
Original Size (A1)
Scale 0 40 80 160m20
1:2000 @ A1 1:4000 @ A3
SHEET TITLE
PRELIMINARY DESIGN PLAN AND PROFILE
SECTION 5 SHEET 1 OF 2
B676 SAXBY RD TO A606 BURTON RD
SHEET NUMBER
60542201-SHT-20-0000-C-GD05 REVB
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
MH
AS
MG
I/R DATE DESCRIPTION
ISSUE/REVISION
- 14/07/2017 FIRST ISSUE
A 18/08/2017 ALIGNMENT AMENDED
B 21/12/2017 CHAINAGE AMENDED
PROFILE
SCALE: H 1:2000,V 1:400. DATUM: 70.000
PLAN
SCALE: 1:2000
NOTES
1. ALL DIMENSIONS ARE IN METRES UNLESS
STATED OTHERWISE.
2. THIS DRAWING IS BASED ON ORDNANCE
SURVEY AND LIDAR DATA.
3. PROPOSED DESIGN SPEED IS 100kph.
4. REFER TO DRAWING NUMBERS
60542201-SHT-20-0000-C-GD07 TO GD12 FOR
ROUNDABOUT DETAILS.
5. REFER TO DRAWING NUMBER
60542201-SHT-20-0000-C-GD14 FOR TYPICAL
CROSS SECTIONS.
INFORMATION
ONLY
FOR
N
A6
06
B
UR
TO
N R
D
S
A
W
G
A
T
E
R
O
A
D
A
6
0
6
B
U
R
T
O
N
R
D
SAWGATE ROAD JUNCTION
TO BE STOPPED UP, SUBJECT
TO LCC APPROVAL. TURNING
HEAD TO BE PROVIDED.
ARM PROVIDED FOR FUTURE
DEVELOPMENT BASED ON
CLIENT SUPPLIED DRAWING
NO. EMS2405_021 SHEET NO.
2 REVISION E (PDF).
T
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6700
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6900
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698
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6400
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CH
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58
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59
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59
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59
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59
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60
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60
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60
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60
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61
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61
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61
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62
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62
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62
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62
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63
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63
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63
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63
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63
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64
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64
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64
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64
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64
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65
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65
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65
40
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65
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65
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66
00
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66
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66
40
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66
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66
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67
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67
20
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67
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67
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68
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68
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68
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68
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.0
00
68
80
.0
00
69
00
.0
00
69
20
.0
00
69
83
.7
22
94
.5
03
94
.8
92
95
.2
49
95
.6
00
95
.9
92
96
.3
77
96
.8
54
97
.1
80
97
.4
31
97
.6
98
97
.9
70
98
.5
15
98
.6
84
98
.8
58
99
.0
42
99
.2
56
99
.4
46
99
.6
12
99
.8
25
10
0.0
26
10
0.2
32
10
0.4
04
10
0.5
85
10
0.8
03
10
0.9
99
10
1.3
56
10
1.5
02
10
1.7
52
10
1.9
75
10
2.0
63
10
2.3
36
10
2.4
99
10
2.6
23
10
2.8
06
10
2.9
96
10
3.1
30
10
3.2
98
10
3.4
36
10
3.5
22
10
3.6
34
10
3.7
51
10
3.8
01
10
3.8
11
10
3.8
69
10
3.8
63
10
3.8
89
10
3.8
97
10
3.9
02
10
3.9
30
10
3.9
88
10
3.9
76
10
3.9
94
10
4.0
06
10
4.0
30
10
3.8
99
10
3.9
56
10
3.8
61
10
3.8
65
10
3.9
10
10
3.9
24
10
3.8
73
10
3.8
31
10
3.7
92
10
3.7
69
10
3.7
22
10
3.6
84
10
3.6
04
10
3.5
24
10
3.4
25
10
3.3
09
10
3.1
47
10
2.9
82
10
2.8
55
10
2.7
17
10
2.6
28
10
2.5
42
10
2.5
02
10
2.4
50
10
2.4
82
10
2.3
80
10
2.1
30
10
1.9
56
10
1.8
87
10
1.8
76
10
1.8
63
10
1.8
93
10
2.0
74
10
2.0
51
10
2.0
90
10
2.1
28
10
2.2
32
10
2.4
08
10
2.7
14
10
3.0
24
10
3.1
97
10
3.2
52
10
3.2
16
10
3.1
39
10
3.2
64
10
3.5
08
10
3.7
43
10
4.0
17
10
4.2
29
10
4.4
97
10
4.7
45
10
4.9
95
10
5.1
48
10
5.2
77
10
5.4
43
10
5.5
60
10
5.9
39
10
6.5
46
10
6.7
65
L: 100.000
R: 720.000
L: 379.255
L: 50.000 L: 50.000
R: 8200.000
L: 525.164
2.0
0%
1.16%
91
.5
03
91
.7
03
91
.9
03
92
.1
03
92
.3
03
92
.5
03
92
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03
92
.9
03
93
.1
03
93
.3
03
93
.5
03
93
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03
93
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03
94
.1
03
94
.3
03
94
.5
03
94
.7
03
94
.9
03
95
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03
95
.3
03
95
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03
95
.7
03
95
.9
03
96
.1
03
96
.3
02
96
.4
98
96
.6
91
96
.8
82
97
.0
71
97
.2
57
97
.4
40
97
.6
21
97
.7
99
97
.9
75
98
.1
49
98
.3
20
98
.4
88
98
.6
54
98
.8
18
98
.9
79
99
.1
37
99
.2
93
99
.4
46
99
.5
97
99
.7
46
99
.8
92
10
0.0
35
10
0.1
76
10
0.3
15
10
0.4
51
10
0.5
84
10
0.7
15
10
0.8
44
10
0.9
69
10
1.0
93
10
1.2
14
10
1.3
32
10
1.4
49
10
1.5
65
10
1.6
81
10
1.7
98
10
1.9
14
10
2.0
30
10
2.1
47
10
2.2
63
10
2.3
79
10
2.4
95
10
2.6
12
10
2.7
28
10
2.8
44
10
2.9
61
10
3.0
77
10
3.1
93
10
3.3
10
10
3.4
26
10
3.5
42
10
3.6
58
10
3.7
75
10
3.8
91
10
4.0
07
10
4.1
24
10
4.2
40
10
4.3
56
10
4.4
72
10
4.5
89
10
4.7
05
10
4.8
21
10
4.9
38
10
5.0
54
10
5.1
70
10
5.2
87
10
5.4
03
10
5.5
19
10
5.6
35
10
5.7
52
10
5.8
68
10
5.9
84
10
6.1
01
10
6.2
17
10
6.3
33
10
6.4
49
10
6.5
66
10
6.6
82
10
6.7
98
10
6.9
15
10
7.0
31
10
7.1
47
10
7.2
64
10
7.3
80
10
7.4
96
10
7.6
12
10
7.7
29
10
7.8
53
-3
.0
00
-3
.1
89
-3
.3
45
-3
.4
96
-3
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89
-3
.8
73
-4
.1
51
-4
.2
76
-4
.3
27
-4
.3
95
-4
.4
66
-4
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12
-4
.7
81
-4
.7
55
-4
.7
38
-4
.7
53
-4
.7
43
-4
.7
09
-4
.7
22
-4
.7
23
-4
.7
29
-4
.7
00
-4
.6
81
-4
.6
99
-4
.6
97
-4
.8
58
-4
.8
11
-4
.8
70
-4
.9
04
-4
.8
06
-4
.8
96
-4
.8
78
-4
.8
23
-4
.8
31
-4
.8
47
-4
.8
10
-4
.8
09
-4
.7
82
-4
.7
05
-4
.6
55
-4
.6
14
-4
.5
08
-4
.3
65
-4
.2
72
-4
.1
17
-3
.9
97
-3
.8
61
-3
.7
26
-3
.6
15
-3
.5
37
-3
.3
92
-3
.2
79
-3
.1
62
-3
.0
61
-2
.8
06
-2
.7
42
-2
.5
29
-2
.4
16
-2
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45
-2
.2
42
-2
.0
75
-1
.9
17
-1
.7
62
-1
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23
-1
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60
-1
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05
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.1
09
-0
.9
12
-0
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97
-0
.4
65
-0
.1
87
0.0
95
0.3
38
0.5
93
0.7
98
1.0
00
1.1
57
1.3
24
1.4
09
1.6
27
1.9
94
2.2
84
2.4
69
2.5
96
2.7
25
2.8
12
2.7
47
2.8
87
2.9
63
3.0
42
3.0
54
2.9
95
2.8
05
2.6
12
2.5
55
2.6
16
2.7
68
2.9
62
2.9
53
2.8
26
2.7
06
2.5
49
2.4
53
2.3
01
2.1
70
2.0
36
2.0
00
1.9
87
1.9
37
1.9
36
1.6
73
1.1
83
1.0
88
G =2.000%
L =467.222
G =1.163%
L =557.088
R =40000.000
K =400.000
L =334.835
RE
FE
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O S
HT
N
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D0
5R
EF
ER
T
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D0
5
ROUNDABOUT 6
ICD INTERSECTION
107.853
EXISTING
TRACK
EXISTING
FOOTPATH
69
40
.0
00
69
60
.0
00
69
80
.0
00
Th
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as b
ee
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f A
EC
OM
’s clie
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ay n
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d, m
od
ifie
d, re
pro
du
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d o
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lie
d u
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p
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ed
b
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w. A
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pts n
o re
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on
sib
ility, a
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d
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s a
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a
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im
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IS
O A
1 5
94
mm
x 8
41
mm
KEY PLAN
PROJECT NUMBER
60542201
La
st sa
ve
d b
y: M
IC
HA
EL
.H
AN
CO
CK
(2
01
7-1
2-2
1) L
ast P
lo
tte
d: 2
01
7-1
2-2
1
File
na
me
: N
:\3
24
7\6
05
42
20
1_
MM
DR
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\2
0_
SH
EE
TS
\6
05
42
20
1-S
HT
-2
0-0
00
0-C
-G
D0
1-G
D0
6_
RE
VB
.D
WG
AECOM
12 Regan Way
Chetwynd Business Park
Chilwell, Nottingham NG9 6RZ
tel: +44 (0)115 907 7000
www.aecom.com
PROJECT
MELTON MOWBRAY
DISTRIBUTOR ROAD
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
CONSULTANT
CLIENT
County Hall, Glenfield
Leicester LE3 8RA
tel: +44 (0) 116 232 3232
www.leicestershire.gov.uk
REGISTRATION
© Crown copyright and database rights 2017
OS 100019271.
Original Size (A1)
Scale 0 40 80 160m20
1:2000 @ A1 1:4000 @ A3
SHEET TITLE
PRELIMINARY DESIGN PLAN AND PROFILE
SECTION 5 SHEET 2 OF 2
B676 SAXBY RD TO A606 BURTON RD
SHEET NUMBER
60542201-SHT-20-0000-C-GD06 REVB
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
MH
AS
MG
I/R DATE DESCRIPTION
ISSUE/REVISION
- 14/07/2017 FIRST ISSUE
A 18/08/2017 ALIGNMENT AMENDED
B 21/12/2017 CHAINAGE AMENDED
PROFILE
SCALE: H 1:2000,V 1:400. DATUM: 70.000
PLAN
SCALE: 1:2000
NOTES
1. ALL DIMENSIONS ARE IN METRES UNLESS
STATED OTHERWISE.
2. THIS DRAWING IS BASED ON ORDNANCE
SURVEY AND LIDAR DATA.
3. PROPOSED DESIGN SPEED IS 100kph.
4. REFER TO DRAWING NUMBERS
60542201-SHT-20-0000-C-GD07 TO GD12 FOR
ROUNDABOUT DETAILS.
5. REFER TO DRAWING NUMBER
60542201-SHT-20-0000-C-GD14 FOR TYPICAL
CROSS SECTIONS.
INFORMATION
ONLY
FOR