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Appendix H Traffic Impact Assessment · RAL25/0004
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IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
CH 9 9
CH 1 0
104 102
.223
3
I
0
NEW PATH CONNECTION TO
CH 10 110
EXISTING FOOTPATH.
101
CH
REMOVE OLD PRAM RAMP.
9.821
103
CH 11
10 TOPSOIL, TURF AND MAKE
2
GOOD
R2-3 "KEEP LEFT" SIGN
7.105
CH 120
102
PROPOSED KERB RAMP IN
CONT PROPOSED
CH 130.
ROL L ACCORDANCE WITH
104
INE RAISED PLANTED EXISTING 2m
CH 130
NOOSA STD DRG SD:9006
105
EXISTIN TRAFFIC ISLAND WIDE FOOTPATH
G EDG
275
E OF B
ITUME
CH 141.33
N
3m
CH 140
CH 152.01
LAKE M
4
CH 150
2
ACDON
CH 156.959
I 2.1m R2-3 "KEEP LEFT" SIGN
ALD DR
CH 164.073
CH 160
5
3m
CH 171.776
SAG
CH 181.151
104
CH 192.070
103
CH 170
CH 180
A
CH 190
1 -
I 105
PEDESTRIAN REFUGE IN
ACCORDANCE WITH
REFER EXTERNAL ROADWORKS DETAIL - SHEET 2 FOR CONTINUATION
103
104
1
G 2.4m NOOSA STD DRG SD:9006
10
3m
6
2.7m
2
G
3m
1 103
PROPOSED RRPM's IN 104 X6
106 ACCORDANCE WITH
AS1742.2-2009
(MUTCD) SECTION 5.6
exRP B
3m
1 DY
10 H 2
7 X6
RP B
DY
2m
SM3 KERB
105
EXISTING POWER POLE TO 2.1m
BE RELOCATED. REFER 103
106
1.5m
10 107 ELECTRICAL PLANS M1 K&C
8
1
R200m F
2m
104
PROPOSED KERB RAMP IN RP BDY
1m MIN
ACCORDANCE WITH
LEGEND NOOSA STD DRG SD:9006
PROPOSED LINEMARKING
10 APPROX. BOUNDARY
9 EXISTING LINEMARKING TO REMAIN REALIGNMENT / LAND CONNECT SUBSOIL DRAINAGE
PROPOSED SAWCUT LINE RESUMPTION (126m² TOTAL) TO STORMWATER PIT
107
EDGE OF BITUMEN
10
YELLOW BIDIRECTIONAL RRPM 5
YELLOW UNIDIRECTIONAL RRPM 2
103
L
PROPOSED ASPHALT ROAD
PROPOSED CONCRETE FOOTPATH 900
108
11 PROPOSED CONCRETE DRIVEWAY 471m²
0 106
104
1
BIORETENTION BASIN FILTER SURFACE L
LAND RESUMPTION 0.225m 0.225m
CL
0.3m LANDSCAPING 0.3m
PROPOSED STORMWATER DRAINAGE
CONCRETE LEDGE 600 MIN
PROPOSED Ø150 PVC-O PN16 WATER MAIN BEHIND KERB PROPOSED
PAVEMENT
PROPOSED Ø150 UPVC SEWER MAIN
0.45m
EXISTING UNDERGROUND STORMWATER DRAINAGE EXISTING
PAVEMENT
EXISTING WATER MAIN
EXISTING COMMUNICATIONS CABLES SM3 KERB
ENSURE SURFACE GRADES SUBSOIL
EXISTING UNDERGROUND ELECTRICAL AWAY FROM KERB DRAIN CONCRETE LEDGE
BEHIND KERB
EXISTING OVERHEAD ELECTRICAL SM3 KERB
SUBSOIL DRAINAGE
EXISTING SITE BOUNDARY GENERALLY IN ACCORDANCE
Check all dimensions before commencement of work.
10
WITH IPWEA STD DRG PSD-102 SECTION A NOTE: Check Site boundary dimensions from the Title plans
DESIGN SURFACE CONTOURS (250mm INTERVALS)
TYPICAL PLANTED MEDIAN ALL LINE MARKING AND DELINEATION TO BE IN Check Building Boundary clearances by set out.
10 EXISTING SURFACE CONTOURS (250mm INTERVALS) Notwithstanding the information supplied on this drawing,
SCALE 1:50 A3 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. C250
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 1 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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