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Compiled Approved Plans & Document OPW18 0343 01 pdf
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Plans and drawings
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Log in to see the plans as drawn LEGEND PROPOSED WORKS
PRELIMINARY PAVEMENT DESIGNS
EXISTING FEATURES DESIGN CONTOURS
EXISTING ROAD CENTRELINE PROPOSED ROAD CENTRELINE ROAD TRAFFIC SURFACING PRIMER SEAL BASE (mm) SUB BASE (mm) LOWER SUB BASE TOTAL BOX STREET CLASSIFICATION
ESA's (mm) (mm) (CBR 80) (CBR 45) (mm) (CBR 15) (mm)
EXISTING KERB AND CHANNEL PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA
STD DRG RS-080 (TYPE 2.1) (TYPE 2.3) (TYPE 2.5)
EXISTING KERB
PROPOSED KERB AND CHANNEL TYPE M1 REFER IPWEA ROAD 1 2 x 10 5 30 10 110 125 100 365 LOCAL URBAN
EXISTING CONCRETE CHANNEL DRG RS-080
GRASSTREE COURT 2 x 10 5 30 10 110 125 100 365 LOCAL URBAN
EXISTING SEWERMAIN PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
BEN LEXEN DRIVE 5 x 10 5 45 10 125 100 135 405 COLLECTOR URBAN RESIDENTIAL
EXISTING SEWER RISING MAIN DRG RS-080
EXISTING TELECOMMUNICATION PROPOSED CONCRETE INVERT REFER IPWEA STD DRG RS-080
EXISTING UNDERGROUND ELECTRICAL PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170 NOTE:
EXISTING WATERMAIN PROPOSED AC PAVEMENT 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON AN ASSUMED SUBGRADE CBR 5. ACTUAL PAVEMENT DESIGNS WILL BE BASED
EXISTING STORMWATER PROPOSED CONCRETE PAVEMENT ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
PROPOSED CONCRETE FOOTPATH 2. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL
SHALL EXTEND UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
PROPOSED STABLISED AREA
3. BOXING DEPTH SHOWN ON CROSS SECTIONS IS INDICATIVE ONLY. REFER TO PAVEMENT DESIGN TABLE FOR ALL CONSTRUCTION DEPTHS.
PROPOSED STORMWATER DRAINAGE
FOR CONTINUATION REFER 3001-112
8
W
RP901384
EXTENT OF EXISTING PAVEMENT TO BE RECONSTRUCTED
TO BE CONFIRMED ONSITE WITH COUNCIL
- PROPOSED KERB RAMP IN
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NOOSA COUNCIL ACCORDANCE WITH NSC
STD DRG SD:9006E
APPROVED PLAN
PROPOSED KERB RAMP IN
ACCORDANCE WITH NSC
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OPW18/0343 8 JUN 2019
STD DRG SD:9006E
As Annotated by Council
PROPOSED PEDESTRIAN CROSSING. REFER
LIMIT
SIGNAGE AND LINEMARKING PLAN FOR DETAILS
W
OF WO
PROPOSED 2.0m WIDE CONCRETE
FOOTPATH IN ACCORDANCE WITH -
Drainage pits refer to
RKS
IPWEA STD DRG RS-065
R T
W
C O U
conditions of approval
G R A S S T R E E
9
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SP252905
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PROPOSED 2.0m WIDE CONCRETE
FOOTPATH IN ACCORDANCE WITH
IPWEA STD DRG RS-065
ALL DISTURBED AREAS TO BE
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TURFED AS INTERIM MEASURE.
FINAL LANDSCAPE SUBJECT TO
FUTURE LANDSCAPE APPROVAL
W
ROAD 1
PROPOSED KERB RAMP IN
ACCORDANCE WITH NSC
STD DRG SD:9006E
W
RELOCATED J-POLE
LIMIT OF WORKS
W
PROPOSED 2.0m WIDE CONCRETE
FOOTPATH IN ACCORDANCE WITH
IPWEA STD DRG RS-065
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JOIN NEATLY TO EXISTING PATH
W
W
L E X E N D R I V E
B E N
W
PROPOSED WATERMAIN NEW BUS STOP TO BE CONSTRUCTED AND
UPGRADE SUBJECT TO EXISTING TREES IDENTIFIED FOR REMOVAL TYP. OPERATIONAL PRIOR TO CLOSURE OF
LIM
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PAVEMENT TO BE REPROFILED UNITY WATER APPROVAL EXISTING BUS STOP IN ACCORDANCE WITH
IT O
TO SUIT NEW KERB AND CHANNEL TRANSLINKS REQUIREMENTS. EXISTING BUS
FW
STOP TO BE OPERATIONAL AT ALL TIMES
ORK
S
FILE: 3001-111.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, X-18-001942-3002-BASE
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 1 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 3001-111 A
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