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21501-C01 (A)
LEGEND NEW CHEVRONS (SHOWN INDICATIVE ONLY)
NEW (YELLOW) STEEL BOLLARD
REMOVE EXISTING APPROX 165mm DIA & 1300mm HIGH
PLAN MATERIAL GRAVEL PATH PLACED IN ACCORDANCE WITH AS 2890.6-2009
REPRESENTATION DESCRIPTION
FSL 112.000 PROVIDE ER2 EDGE RESTRAINT
DESIGN FEATURES EXISTING EDGE OF
ALONG CARPARK BOUNDARY
GRAVEL CARPARKING AREA
CARPARK PAVEMENT
EMT
EMT
· 200mm THICK LAYER (2.1 GRAVEL) .00
112
· 30mm ASPHALT SURFACE PROPOSED 600x600
BASED ON CBR OF 5 - TO BE CONFIRMED
FOLLOWING GEOTECHNICAL TESTING
JOIN IN SMOOTHLY WITH FSL 111.880 V SHAPED
EXISTING CONCRETE PATHWAY FSL 112.020
AND SUBGRADE PROOF ROLL GRATED INLET PIT
.00
1.32
112
1.20
NEW 150Ø # SL: 111.860
STORMWATER PIPELINE & PIT 0.80
DEMOLISH AND REMOVE IL: 111.510
ET
2.40
EXISTING CONCRETE PATH
TYPE ER2 EDGE RESTRAINT AS CHANNEL IL 111.860
TRE
PER IPWEAQ STD DRG RS-080
0
112.5
NEW WHEEL STOPS FSL 111.885
PROPOSED Ø150 PVC PIPE
2.50
600mm WIDE CONCRETE INVERT 112.00
LENGTH: 23.050m
ES
AS PER IPWEAQ STD DRG
CHANNEL IL 111.874
Y
RS-080 GRADE: 1 in 200
DAR
FSL 112.020 EXIS
FSL 111.970
PL
EXISTING FEATURES TIN
GB
OUN
UILD
*
ING
0.60
FAC
E EXISTING SEWER ACCESS
MA
EMT
S
TY B
SEWER PIPELINE & PIT CHAMBER TO MAINTAINED
E
2.40
e375Ø SL APPROX 111.87
FAC
PER
STORMWATER PIPELINE & PIT
MINOR FILL & SHAPING MAY BE REQUIRED
ING
PRO
UILD
EDGE OF CONCRETE CHANNEL IL 111.845
COUNTRY WOMEN'S
GB
2.40
EDGE OF GRAVEL ROAD PROPOSED 600x600
TIN
ASSOCIATION S
EXIS
BUILDING/STRUCTURE FACE
PROVIDE ER2 EDGE RESTRAINT
FSL 111.870 V SHAPED
GRATED INLET PIT
2.40
FENCE LINE ALONG CARPARK BOUNDARY
CHANNEL IL 111.845
TREE LINE / GARDEN EDGE SL: 111.845
FSL 112.090
9999 IL: 111.510
SURVEY CONTROL STATION
2.40
1.02
PROPERTY BDY
PROPERTY BDY
EXISTING RP BOUNDARY *
EMT
0.60
EXISTING RP EASEMENTS ETC. *
CHANNEL IL 111.878
2.40
NEW LINEMARKING
2.40
PROPOSED CONCRETE CHANNEL & DRAINAGE
0
112.0
600 REFER TYPICAL SECTION
EXISTING ASPHALT PATHWAY TO REMAIN
CHANNEL IL FSL 112.210 EXIS
TIN PROPOSED CARPARK PAVEMENT
25
GB
UILD
ING
FAC
PROPOSED PAVEMENT EXISTING GRAVEL E
TRANSITION CHANNEL EDGES OVER 0.5m
PAVEMENT TO MATCH WITH EDGE OF EXISTING
FSL 111.875
*
1.60
GRATED PIT
Ø150 PVC PIPE CHANNEL IL 111.845
PROVIDE ER2 EDGE RESTRAINT
L8TM400
ALONG CARPARK BOUNDARY tap EXISTING GRATED INLET PIT
TRENCH MESH
SL: 111.845
IL: 111.395
CONCRETE
ENCASED COOROY RETURNED
400
100
PIPE SERVICES LEAGUE EXISTING GRAVEL CARPARKING AREA
DIMENSIONS
* - FROM BUILDING WALL
NOTE: PROPOSED CONTOURS NOT SHOWN FOR CLARITY
CONCRETE CHANNEL AND DRAINAGE # - FROM EDGE OF PATH
TYPICAL SECTION
0 0.2 0.4 0.6m
0 2 4 6m
J:\2021\21501ID1_CWA Hall parking - Maple St COOROY\4.CADD\#ACAD\21501-CIVIL.dwg
Scale 1:10 @A1
Scale 1:100 @A1
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with COUNTRY WOMEN'S 19 MAPLE ST, COOROY CARPARK GENERAL ARRANGEMENT 1:100 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's ASSOCIATION (CWA) AR DR CARPARK LINEMARKING, PAVEMENT & DRAINAGE Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 21 SP301624 21501-C01
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DR 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 21.06.21 FOR APPROVAL AR [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 21.06.21 OPW APPROVAL - RL DATUM 111.882 PSM138574 MEASUREMENT BAR - INCREMENTS IN mm 1 of 2 A
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