Council archive · source document
Appendix A - Engineering Design Plans - 2 of 2 · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
Very large file (16.9 MB): may take a few minutes to open.
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
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 W6-1 + W8-25
0
PEDESTRIAN NEW PATH CONNECTION TO
CH 10 110
CROSSING SIGNAGE 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 2.5m R2-3 "KEEP LEFT" SIGN
ALD DR
CH 164.073
CL
CH 160
5
3m
CH 171.776
SAG
CH 181.151
CH 192.070
103
CH 170
10 4
CH 180
A
CH 190
1 -
I PEDESTRIAN REFUGE IN
ACCORDANCE WITH
REFER EXTERNAL ROADWORKS DETAIL - SHEET 2 FOR CONTINUATION
1 103
G 2.5m NOOSA STD DRG SD:9006
3m
105
2.7m
CL
2
G 103
3m
1
PROPOSED RRPM's IN X6
ACCORDANCE WITH
104
106 AS1742.2-2009
(MUTCD) SECTION 5.6
exRP B 10
3m
1 DY 3
H 2
104 X6
RP B
DY
105
2m
SM3 KERB
EXISTING POWER POLE TO 2.5m
106
BE RELOCATED. REFER
1.5m
ELECTRICAL PLANS M1 K&C
LEGEND R200m
2.5m
PROPOSED KERB RAMP IN RP BDY
PROPOSED LINEMARKING
0.5m MIN
ACCORDANCE WITH
EXISTING LINEMARKING TO REMAIN NOOSA STD DRG SD:9006
PROPOSED
10 SAWCUT LINE
8
PROPOSED SUBSOIL DRAINAGE APPROX. BOUNDARY 104
REALIGNMENT / LAND 103
EDGE OF BITUMEN CONNECT SUBSOIL DRAINAGE
107 RESUMPTION (126m² TOTAL) TO STORMWATER PIT
YELLOW BIDIRECTIONAL RRPM
YELLOW UNIDIRECTIONAL RRPM
105 PROPOSED 2.5m WIDE
PROPOSED ROAD PAVEMENT CONCRETE FOOTPATH 1
GENERALLY IN ACCORDANCE L
PROPOSED ROAD WIDENING WITH IPWEA STD DRG RS-065
10 AND NSC ADDENDUMS
9
PROPOSED CONCRETE FOOTPATH 900
11 106
0
PROPOSED CONCRETE DRIVEWAY
108
BIORETENTION BASIN FILTER SURFACE
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 the location, depth and extent of underground or overhead
SCALE 1:125 (A1) - 1:250 (A3)
TRAFFIC CONTROL DEVICES (MUTCD) services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C250
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK EXTERNAL ROADWORKS DETAIL - DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C250-C251 EXTERNAL
ROADWORKS DETAILS Issue : D
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE SHEET 1 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C250-C251 EXTERNAL ROADWORKS DETAILS.dwg Plot 25 March 2025 - 5:28 PM
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Appendix A - Engineering Design Plans - 2 of 2.pdfRelated documentApplication case desk ↗
About this file
- File size
- 16.9 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.