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Appendix I Intersection Flood Hazard Assessment - 2 of 2 · 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
WILGEE CT
NEW KERB RAMP 35m DIVERGE / DECELERATION LENGTH
EXISTIN AND PATH LINK
G FOO 20m 15m 12.5m 10m 19m
TPATH
TAPER STORAGE LENGTH TURNING PATH
PROPOSED CHEVRON
LINEMARKING IN
EL PROPOSED
EL ACCORDANCE WITH
ULL
RAISED PLANTED
AS1742.2-2009
TRAFFIC ISLAND
(MUTCD) SECTION 5.5
3m
EL EAST-BOUND THROUGH LANE
9m
OM TURN LANE GL
3m
EL
CL EL
OM
3m
EL LAKE MACDONALD DR OM
R200 EL
m
3m
OM
2.4m
OM
3m
EL CL (REMOVE) EL EL
RP B OM
DY
3m
GL (REMOVE)
PROPOSED RRPM's IN EL CL CL EL
ACCORDANCE WITH
2m
2m
GL
AS1742.2-2009
2m
(MUTCD) SECTION 5.6
R200m R200m
PROPOSED
RAISED PLANTED WEST-BOUND THROUGH LANE R200m
TRAFFIC ISLAND SHOULDER PROPOSED RRPM's IN
ULL
REALIGN 2m WIDE FOOTPATH ACCORDANCE WITH
NEW 2m WIDE TO SUIT ROAD WIDENING AS1742.2-2009
FOOTPATH (MUTCD) SECTION 5.6
H
AT
P
900
OT
T
FO
ATH
C
ING
ELLA
OOTP
471m²
IST
EX
ING F
DIAN
LINE MARKING LEGEND
EXIST
BARRIER LINES
150
(a) SINGLE (SBL)
3.0 9.0 3.0 9.0 3.0
(b) ONE DIRECTIONAL (OBL) 80 x3
(c) BOTH DIRECTIONAL (BBL)
80 x3
3.0 9.0 3.0 9.0 3.0
LANE LINES 100-150
(a) BROKEN (LL)
9.0 3.0 9.0 3.0 9.0
100
(b) SPECIAL PURPOSE (SPLL)
- BROKEN
100-150
(c) CONTINUOUS (ULL)
EDGE LINES (EL) 100-150
(LEFT AND RIGHT SIDE)
1.0 3.0 1.0 3.01.0 3.0 1.0 3.0 1.0 3.0 1.0 3.0 1.0 3.01.0 3.0 1.0
LEGEND CONTINUITY LINE (CL)
200
0.6 0.6 100
PROPOSED LINEMARKING TURN LINE (TL)
300
EXISTING LINEMARKING TO REMAIN STOP LINE (SL)
EXISTING LINEMARKING TO BE REMOVED 0.6 0.6 300
GIVEWAY LINE (GL)
EDGE OF BITUMEN
YELLOW BIDIRECTIONAL RRPM 100-150
OUTLINE MARKINGS (OM)
YELLOW UNIDIRECTIONAL RRPM
PROPOSED NEW PAVEMENT EXTENT LEGEND : NOT TO SCALE
EXISTING ROAD
PROPOSED CONCRETE FOOTPATH
Check all dimensions before commencement of work.
NOTE: Check Site boundary dimensions from the Title plans
EXISTING SITE BOUNDARY 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 1:250 (A1) - 1:500 (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. C252
Design - SK Drawn - SK Structural Engineers EXTERNAL ROAD LINEMARKING PLAN HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C252 EXTERNAL ROAD
LINEMARKING PLAN Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 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\C252 EXTERNAL ROAD LINEMARKING PLAN.dwg Plot 7 June 2024 - 11:05 AM
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