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OPW21 0324 Approved Plan
Plans and drawings
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Log in to see the plans as drawn GENERAL NOTES:
EXISTING LEGEND 1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT DOCUMENTATION, LOCAL AUTHORITY
EXISTING PROPERTY BOUNDARY SPECIFICATIONS (OR ARCOS GROUP SPECIFICATIONS IF SUPPLIED). ANY POINT OF CONFLICT IS TO BE
IDENTIFIED BY THE CONTRACTOR AN WILL BE RESOLVED BY THE SUPERINTENDENT.
EXISTING SEWER DBYD
2. THE DEVELOPER IS TO NOMINATE THE SUPERINTENDENT FOR THE WORKS AND NOTIFY ALL RELEVANT PARTIES
EXISTING U/G TELECOM DBYD
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
EXISTING O/H ELECTRICITY DBYD
3. DIMENSIONS IN METRES (U.N.O). DO NOT SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY AND IF IN
EXISTING WATER DBYD DOUBT ASK SUPERINTENDENT FOR CLARIFICATION.
EXISTING STORMWATER DBYD 4. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH COUNCIL APPROVAL CONDITIONS, DEVELOPMENT
EXISTING FENCE GUIDELINES, ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
EXISTING CONTOUR MAJOR 5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR ACCURACY CANNOT BE
GUARANTEED. IT IS THE CONTRACTORS RESPONSIBILITY TO ESTABLISH THE LOCATION AND LEVEL OF ALL
ROOF LINE OVER EXISTING CONTOUR MINOR EXITING SERVICES PRIOR TO COMMENCEMENT OF ANY WORK. DISCREPANCIES SHALL BE REPORTED TO THE
SUPERINTENDENT.
6. ON COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING
KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS.
EXISTING TELECOMMUNICATIONS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO COUNCILS INFRASTRUCTURE.
PIT TO REMAIN SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF LOCAL
EX RL 26.85 COUNCIL.
8. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN,
APPROVED PLAN
ENVIRONMENTAL MANAGEMENT PLAN AND WORKPLACE HEALTH AND SAFETY PLAN FOR REVIEW AND
APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION.
9. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY
OPW21/0324
EXISTING VEGETATION IN ROAD REQUIREMENTS.
RESERVE TO BE RETAINED 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE IN CLOSE PROXIMITY TO NEIGHBOURING LOT
BOUNDARIES OR INFRASTRUCTURE, THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL
MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS
NOOSA COUNCIL
EXISTING PANDANUS TREE TO REMAIN AS MAY INCLUDE THE USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
PER NSC MCU APPROVAL CONDITIONS 11. THE CONTRACTOR SHALL NOTIFY ARCOS GROUP PRIOR TO COMMENCING WORKS AND RECEIVE WRITTEN
CONFIRMATION THAT THE WORKS CAN COMMENCE.
7 FEBRUARY 2022
12. CONTRACTOR SHALL PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS IN ACCORDANCE
WITH COUNCIL REQUIREMENTS UNLESS OTHERWISE ADVISED BY ARCOS GROUP.
13. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED;
EX RL 26.844 x CONSTRUCTION PRE-START MEETING
x CONCRETE PRE-POURS
+1.5% x FINAL INSPECTION
ISOLATION JOINT ALONG
14. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES,
0.50
BUILDING EDGE SUCH AS:
RL 26.984
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
PROPOSED BUILDING GARAGE ● REQUIRED WATER QUALITY OBJECTIVES;
FINISHED FLOOR LEVEL RL 27.02 ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
CONCRETE DRIVEWAY
● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
1.20
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
KERB & CHANNEL
x REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
INVERT +12.5%
15. VEHICLE CROSSOVER AND DRIVEWAY CHECKED USING B99 VERTICAL VEHICLE CLEARANCES IN ACCORDANCE
WITH AUSTRALIAN STANDARDS, REFER APPROVED MCU DRAWINGS.
4.50
OM
.0% N
EX -6
SAW CUT NEATLY ALONG KERB INVERT AND
BREAK OUT BACK OF KERB. PROVIDE
DOWELED CONNECTION TO DRIVEWAY MIN 125mm THICK CONCRETE (N32) IN
EX RL 26.850
ACCORDANCE WITH IPWEA STD DRG
RS-049 & RS-050
+2.5%
EXISTING SEWER
MANHOLE
0.50
RL 26.99
NT
RESCE
GRAVITY AND RISING
SEWER MAIN
EXISTING TELECOMMUNICATIONS
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\2020 PROJECTS\200849 PROPOSED RESIDENTIAL DWELLING - 20 PARK CRESCENT, SUNSHINE BEACH\3.0 CAD\DRAWINGS\OPW\200849-OPW-C-00301.DWG
PIT TO REMAIN
EX RL 26.78
PARK C
DEMOLITION
DEMOLISH OR RELOCATE OFF SITE ALL EXISTING BUILDINGS
AND/OR STRUCTURES ON SITE AND DISCONNECT AND
WHERE REQUIRED CAP ALL ASSOCIATED SERVICES IN
ACCORDANCE WITH A PLUMBING AND DRAINAGE
APPLICATION PRIOR TO DEMOLITION COMMENCING.
CLEARING WARNING
BEWARE OF UNDERGROUND SERVICES
THE CONTRACTOR SHALL REMOVE ALL EXISTING
VEGETATION WITHIN THE SITE IN ACCORDANCE WITH
THE APPROVED TREE RETENTION PLAN IF SPECIFIED. POSITION OF EXISTING UNDERGROUND SERVICES SHOWN
IS APPROXIMATE ONLY. EXACT POSITION SHALL BE
PROVEN ON SITE BY THE CONTRACTOR PRIOR TO
COMMENCEMENT OF CONSTRUCTION
SETTING OUT
DESIGN FINISHED SURFACE LEVELS OF STRUCTURES ARE FOR
THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL FINISHED LEVELS
SHALL BE SET OUT AS DIRECTED ON-SITE IN KEEPING WITH THE LOCATION OF SERVICES
VEHICLE CROSSOVER AND DRIVEWAY REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL AUTHORITY
AND ACTUAL FINISHED GROUND LEVELS.
PRIOR TO COMMENCEMENT OF NEW WORK THE
SCALE 1:50 CONTRACTOR SHALL CONFIRM LOCATIONS, LEVELS AND
DETAILS OF EXISTING CONNECTION POINTS AND SERVICE
CROSSINGS BY POT HOLING. IF A VARIATION OCCURS
CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
PROTECTION OF SERVICES
THE CONTRACTOR SHALL CONTACT THE RELEVANT
AUTHORITIES AND ARRANGE FOR RELOCATION AND / OR
PROTECTION OF EXISTING SERVICES AS REQUIRED TO SUIT
SURROUNDING NEW WORK, CONSTRUCTION LOADINGS AND
TO SUIT FINAL FINISHED SURFACE LEVELS AND GRADES.
Last saved by: ARCOS CIVIL(2021-11-02) Last Plotted: 2021-11-02
SURVEY DATA
SURVEYED BY 'LIVINSTONE GROUP' DATED
07/07/2020. PLAN REFERENCE 7376-01.
ARCHITECT
REFER 'TEELAND ARCHITECTS' DESIGN
DRAWINGS & DOCUMENTS.
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JL Drawing No. Rev No.
OSPREY VENTURE 1 PTY LTD 20 PARK CRESCENT DRIVEWAY ACCESS & CROSSOVER DETAILS
0 1.25 2.5 Vert. Datum SUNSHINE BEACH, QLD, 4567 Design JW
A1 1:50
m AHD
PROPOSED RESIDENTIAL DWELLING Check GM
200849-OPW-C-00301 A
RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL OPERATIONAL WORKS Approved Signed
Sheet
A FOR APPROVAL 02.11.21 LS
A1
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced SUNSHINE COAST | BRISBANE | GOLD COAST
Date 02.11.21 LACHLAN SWANN Status FOR APPROVAL
Rev Revision Description Date Approved or copied in any form without the prior consent www.arcosgroup.com.au | ABN 51 640 311 842 RPEQ 21223 Size
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