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Appendix H Traffic Impact Assessment · RAL25/0004
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IT IS THE RESPONSIBILITY OF THE
102
10 4
CONTRACTOR TO CONTACT THE RELEVANT
102
106
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
102
WILGEE CT
101
EXISTING
STREET LIGHT
10
1
102
103
8
5
10
X1 3
3 10
X6
103
R2-3 "KEEP LEFT" SIGN 103 PROPOSED
RAISED PLANTED 104
CH 236.984
CH 199.742
CH 249.239
CH 210.413
CH 224.448
CH 192.070
TRAFFIC ISLAND
CH 240
CH 280
CH 200
CH 260
CH 270
CH 230
CH 250
CH 210
CH 220
10
4
REFER EXTERNAL ROADWORKS DETAIL - SHEET 1 FOR CONTINUATION
3
10 R2-3 "KEEP LEFT" SIGN
105
LAKE MACDONALD DR
3m
R200m
103m
4
10
5
2m
103 7
X1 R200m
LEGEND 10
1m
103 6
C
M1 K& PROPOSED RRPM's IN
2m
ACCORDANCE WITH PROPOSED LINEMARKING
M1 AS1742.2-2009 105
K& (MUTCD) SECTION 5.6 EXISTING LINEMARKING TO REMAIN
C JOIN TO
EXISTING KERB PROPOSED SAWCUT LINE
104 JOIN TO
M1
C
JOIN TO
K&
EXISTING ROAD EXISTING PATH EDGE OF BITUMEN
K&
R8m
M1
EXISTING KERB REALIGN 2m WIDE FOOTPATH
C
LA CT
NAME SIGN 104 YELLOW BIDIRECTIONAL RRPM
1 103
TO SUIT ROAD WIDENING 105
4 YELLOW UNIDIRECTIONAL RRPM
X2 X3
102 103
DIANEL
PROPOSED ASPHALT ROAD
EXISTING 2m SUBSOIL DRAIN WITH CLEANOUT POINT
STREET LIGHT 101 & OUTLET AS PER TMR STD DRG 1116
EXISTING JOIN TO PROPOSED CONCRETE FOOTPATH
103
102
ELECTRICAL EXISTING PATH 102
PILLAR JOIN TO PROPOSED CONCRETE DRIVEWAY
103
EXISTING PATH
EXISTING
EXISTING STREET LIGHT BIORETENTION BASIN FILTER SURFACE
ELECTRICAL
TRANSFORMER
LAND RESUMPTION
103
PROPOSED STORMWATER DRAINAGE
2m
103
3 PROPOSED Ø150 PVC-O PN16 WATER MAIN
X2
103
103
PROPOSED Ø150 UPVC SEWER MAIN
EXISTING UNDERGROUND STORMWATER DRAINAGE
103
103
EXISTING WATER MAIN
102
102
EXISTING COMMUNICATIONS CABLES
EXISTING UNDERGROUND ELECTRICAL
EXISTING OVERHEAD ELECTRICAL
EXISTING SITE BOUNDARY
10 DESIGN SURFACE CONTOURS (250mm INTERVALS)
10 EXISTING SURFACE CONTOURS (250mm INTERVALS)
Check all dimensions before commencement of work.
NOTE: Check Site boundary dimensions from the Title plans
ALL LINE MARKING AND DELINEATION TO BE IN Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
ACCORDANCE WITH THE MANUAL OF UNIFORM
SCALE 1:125 (A1) - 1:250 (A3) the location, depth and extent of underground or overhead
TRAFFIC CONTROL DEVICES (MUTCD) services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C251
Design - SK Drawn - SK Structural Engineers EXTERNAL ROADWORKS DETAIL - HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C250-C251 EXTERNAL
ROADWORKS DETAILS Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 SHEET 2 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C250-C251 EXTERNAL ROADWORKS DETAILS.dwg Plot 7 June 2024 - 11:05 AM
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