Review of Environmental Factors - Camden Valley Way Upgrade and Liz Kernohan Drive Extension (Final) - Flipbook - Page 676
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LEGEND
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500
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ADJOINS SHEET 8
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t
.24
8
7
4
TC
480
AM
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5
CT 27.7
52 2
8.9
0
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G
520
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KG
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RK
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28
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0
0
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0.0
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54
460
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8:
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:3
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10
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MAKE SMOOTH CONNECTION TO
EXISTNG ROAD (CONSTRUCTED BY
PRIVATE DEVELOPMENT
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0
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56
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m
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6.0
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0
0
.00
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.00
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73
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.00
EXISTING BOUNDARY
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0
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60
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BREAK IN MEDIAN TO ALLOW
STORMWATER BREAKOUT
PROPOSED BOUNDARY
0
EXISTING TREE TO BE
RETAINED SUBJECT TO
ARBORIST ASSESSMENT
4.0
0
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62
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62
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STORMWATER EASEMENT
SEWER EASEMENT
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BREAK IN MEDIAN TO MATCH
EXISTING MEDIAN GAP
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2.5m SHARED PATH
EXISTING CONTOURS - MAJOR
EXISTING CONTOURS - MINOR
73.00
/
73
00
73.
73.0
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73
86
58
m
3.0
m
6.0
.00
73
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KG
DESIGN CONTOURS - MAJOR
DESIGN CONTOURS - MINOR
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MCA1
MK
00
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SF
86
KG 73.
MK
HERBERT RIVULET AND OXLEY
RIVULET DESIGN BY CARDNO
STANTEC
ROLL KERB AND GUTTER TO CCC
STANDARD
KERB AND GUTTER TO
CCC STANDARD
KERB ONLY TO CCC STANDARD
MOUNTABLE KERB TO CCC
STANDARD
POST AND RAIL
PEDESTRIAN FENCE
MONOWILLS PEDESTRIAN
FENCE TO MANUFACTURER
STANDARD
/
KG
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440
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02
3
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420
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7/
2
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/0
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400
.53
3
0
4
CT
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19
/
ra
ft
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0
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38
/
D
/
m
1.0
IN
E
RH
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G
/
R
BU
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S
R
E
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0
/
2.5m SHARED PATH
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m
6.0
36
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SF
m
4.0
IT
U
C
R
I
C
/
SF
m
m
6.0
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SF
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E
m
KG
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IV
R
D
6.3
LYNDSAY DYNAN
110 LODGES ROAD DESIGN
SM
LK
6.0
K
Z
I
L
E
RN
/
m
/
KG
4.5
/
LK
.5m
/
m3
ROAD CONTROL LABEL
EXISTING SURVEY
20
3.5
ROAD CONTROL LINE
NEW DESIGN
/
SF
AN
H
O
MCXX
RKG
/
Pr
in
TC
40 26.58
41.00
CT 45.42
PROPOSED DRIVEWAYS
MC02
/
57.75
1.2m FOOTPATH
PATH
MAKE SMOOTH CONNECTION
EXISTING PAVEMENT
0.000
REMOVE EXISTING PAVEMENT AND VEGETATE
AND GRADE TO PROPOSED ROAD
MAKE SMOOTH CONNECTION TO
EXISTING PAVEMENT
GRIMES AVENUE
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AD
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0
MK
MK
64
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TRANSITION VERGE PROFILE
FROM 2.5% TO -2.5% OVER 5m
