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Compiled Approved Plans OPW18-0343.01 pdf
Plans and drawings
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Log in to see the plans as drawn ROADWORKS NOTES
LEGEND
EXISTING FEATURES PROPOSED WORKS 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.
2. CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN SERVICES PRESENT ON-SITE. ANY
EXISTING ROAD CENTRELINE DESIGN CONTOURS ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY.
EXISTING KERB AND CHANNEL PROPOSED CONCRETE FOOTPATH IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF DEMOLISHING ANY EXISTING STRUCTURES
EXISTING SEWERMAIN PROPOSED TOP OF BANK CONDUCT THEIR OWN INVESTIGATIONS AND VERIFY WITHIN THE SITE AREAS.
THE LOCATION AND LEVEL OF ALL EXISTING 4. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, THE ACTUAL LIMITS SHALL BE
EXISTING SEWER RISING MAIN PROPOSED BOTTOM OF BANK SERVICES PRIOR TO START OF CONSTRUCTION. DETERMINED ON-SITE BY THE SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE
EXISTING TELECOMMUNICATION PROPOSED STABLISED AREA ADJUSTED BY WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED DRAWINGS HAVE BEEN
EXISTING UNDERGROUND ELECTRICAL ALL SERVICES SHOWN OUTSIDE OF THIS STAGE APPROVED BY COUNCIL / EDQ
ARE INDICATIVE. CONTRACTOR TO CONFIRM 5. ALL ALLOTMENT FILL IS TO BE COMPACTED TO THE REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH CURRENT SCC/EDQ.
EXISTING WATERMAIN
LOCATIONS PRIOR TO CONSTRUCTION. SPECIFICATIONS.
EXISTING STORMWATER 6. MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO BE IN ACCORDANCE WITH IPWEA STD DRG RS-170.
7. SUBGRADE TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION
TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS AS REQUESTED BY THE SUPERINTENDENT.THE CONTRACTOR SHALL
ALLOW ADEQUATE TIME FOR COUNCIL/EDQ APPROVAL OF PAVEMENT DESIGN.
8. LEVELS FOR KERB AND CHANNELLING/EDGE OF PAVEMENT CONSTRUCTION ARE AT EQUAL INTERVALS AT LIP OF CHANNEL UNLESS
SHOWN OTHERWISE.
9. SIDE DRAINS TO BE CONSTRUCTED UNDER ALL KERBS AND ALL KERB AND CHANNEL AS PER SCC STANDARDS. REFER TO SCC STD
DRG RS-140 FOR DETAILS.
10. CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO SCC STD DRG RS-065
FOR CONSTRUCTION DETAILS
6 8
RP901384 RP901384
PROPOSED KERB RAMP
IN ACCORDANCE WITH
PROPOSED 2.0m WIDE CONCRETE NSC STD DRG SD:9006E
FOOTPATH IN ACCORDANCE WITH
2.224
IPWEA STD DRG RS-065
2.000
MATCH NEATLY TO
EXISTING DRIVEWAY B
1.474
114
R T
C O U
E E
S S T R
G R A
ALL DISTURBED AREAS TO BE
LANDSCAPED. SUBJECT TO FUTURE
REFER LINEMARKING AND SIGNAGE LANDSCAPE APPLICATION
PROPOSED KERB RAMP PLAN FOR DETAILS TYP.
C IN ACCORDANCE WITH
114 NSC STD DRG SD:9006E
9
SP252905
FOR CONTINUATION REFER 3001-111
MATCH NEATLY TO ROAD RESERVE WIDENING
EXISTING DRIVEWAY
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0343 8 JUN 2019
FILE: 3001-112.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH ROADWORKS LAYOUT
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B NOT FOR CONSTRUCTION 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Telephone 07 5314 2520
Facsimile 07 5314 2522
RETIREMENT LIVING & PLAN
E
N
D
C
D
APPROVED SCALE 1:200 (A1) SCALE 1:400 (A3) AGED CARE SHEET 2 of 2
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 16.04.2019
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-112 A
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