Council archive · source document
Approved Plan - OPW22-0204 · OPW22/0204
Plans and drawings: the text below has words only, no drawings.
EXISTING LEGEND
GENERAL NOTES: DRIVEWAY NOTES: NOOSA COUNCIL PROPERTY BOUNDARY
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT DOCUMENTATION, LOCAL AUTHORITY MAJOR CONTOUR
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.
1.
2.
LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER OR BUILDING SLAB THICKNESS.
FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE
APPROVED PLAN MINOR CONTOUR
DRAWINGS AND/OR TYPICAL SECTIONS. SEWER MAIN
2. DIMENSIONS IN METRES (U.N.O). DO NOT SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY AND IF IN
DOUBT ASK SUPERINTENDENT FOR CLARIFICATION. 3. CONTRACTOR TO OBTAIN ROADWORKS AND FOOTPATH PERMITS FOR ANY PROPOSED WORKS EXTERNAL TO OPW22/0204 17 OCT 2022 WATER MAIN
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH COUNCIL APPROVAL CONDITIONS, DEVELOPMENT THE SITE BOUNDARY. U/G TELECOMMS
GUIDELINES, ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. O/H ELECTRICITY
4. EXISTING SERVICES AND STRUCTURES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR STORMWATER
ACCURACY CANNOT BE GUARANTEED. IT IS THE CONTRACTORS RESPONSIBILITY TO ESTABLISH THE LOCATION STORMWATER DRAINAGE NOTES:
AND LEVEL OF ALL EXITING SERVICES PRIOR TO COMMENCEMENT OF ANY WORK. DISCREPANCIES SHALL BE FENCE
1. ALL STORMWATER DRAINAGE HAS BEEN DESIGNED AND IS TO BE CONSTRUCTED IN ACCORDANCE
REPORTED TO THE SUPERINTENDENT. WITH AS3500, LOCAL COUNCIL AUTHORITY REQUIREMENTS, IPWEA AND QUDM.
5. ON COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING 2. ALL GRATES & MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS
KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 'D' IN ACCORDANCE WITH IPWEA STD DRG DS-019.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO COUNCILS INFRASTRUCTURE. 3. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER
SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF LOCAL PIPES AND STRUCTURES.
COUNCIL.
4. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES/PITS. PROPOSED LEGEND
7. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN,
ENVIRONMENTAL MANAGEMENT PLAN AND WORKPLACE HEALTH AND SAFETY PLAN FOR REVIEW AND 5. THE CONTRACTOR SHALL DEMONSTRATE NO DAMAGE TO EXISTING STORMWATER INFRASTRUCTURE CONCRETE DRIVEWAY CROSSOVER
APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. HAS OCCURRED DURING THE CONSTRUCTION OF THESE WORKS.
8. ALL MATERIALS SPECIFIED ARE TO BE UTILISED, UNLESS WRITTEN APPROVAL FROM THE SUPERINTENDENT, 6. UPON COMPLETION, ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND CONCRETE DRIVEWAY
SUPERVISING RPEQ OR APPROVING AUTHORITY. OTHER BLOCKAGES.
9. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY 7. RESIDENTIAL DRAINAGE CONNECTIONS TO KERB AND CHANNEL REFER TO IPWEA STD DRG RS-081. ASPHALT
REQUIREMENTS. 8. ALL GULLY PITS & MANHOLE HORIZONTAL SETOUT IS TO CENTRE OF PIT
9. GULLY PIT FINISHED SURFACE LEVELS ARE TO LIP OF CHANNEL. STORMWATER
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 10. MANHOLE FINISHED SURFACE LEVELS ARE TO DESIGN SURFACE
MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS
MAY INCLUDE THE USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
11. THE CONTRACTOR SHALL NOTIFY ALL RELEVANT AUTHORITIES AND ENSURE REQUIRED CONDITIONS HAVE BEEN
MET PRIOR TO COMMENCEMENT. THE CONTRACTOR SHALL NOTIFY ARCOS GROUP PRIOR TO COMMENCING
WORKS AND RECEIVE WRITTEN CONFIRMATION THAT THE WORKS CAN COMMENCE.
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;
· CONSTRUCTION PRE-START MEETING
· SET OUT
· CONCRETE PRE-POURS
· FINAL INSPECTION
14. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES,
SUCH AS:
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
● REQUIRED WATER QUALITY OBJECTIVES;
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS; CONTRACTOR TO CONFIRM DEPTHS OF ALL EXISTING 375Ø
EXISTING SERVICES PRIOR TO CONSTRUCTION RCP
· REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. 11
RP28713
CONTRACTOR TO ENSURE COVER MAINTAINED
OR ADDITIONAL PROTECTION SLABS INSTALLED MAINTAIN MIN 1m OFFSET TO EXISTING
WHERE REDUCED COVER IS REQUIRED. POWER POLE FOR CROSSOVER
INSTALL VERTICAL MODIFIED CONCRETE DRIVEWAY & JOINTING IN
TRANSITIONS AS REQUIRED ACCORDANCE WITH IPWEA STD DRG RS-049 & RS-050.
FOOTPATH PROFILE REMOVED AND MAX 1 ON 8 IN
VERGE TO ENSURE B99 VERTICAL COMPLIANCE
INSTALL VERTICAL
WARD STREET
ROLLOVER AS REQUIRED
4.00
3.00
GARAGE ENTRANCE MAX 25%
12.5% 12.5% MAX -3%
5.00
GARAGE FFL
6.95 EXISTING 375Ø RCP
TO REMAIN
10
RP28713
EXISTING INLET AND GRATE TO BE REMOVED,
EXISTING PIT TO BE REUSED. INSTALL V GRATE
UP
Filename: C:\ARCOSGROUP\2022 SYNERGY PROJECTS - DOCUMENTS\TOTALSYNERGY\220274 URB RES - 54 WARD STREET, TEWANTIN\3.0 CAD\DRAWINGS\DRG\220274-DRG-C-00301.DWG
OVER EXISTING STORMWATER PIT IN
ACCORDANCE WITH COUNCIL STANDARDS.
WARNING
BEWARE OF UNDERGROUND SERVICES
UP
INSTALL 'S' LINTEL LIP IN LINE GULLY PIT IN
ACCORDANCE WITH IPWEA STD DRG D-063 POSITION OF EXISTING UNDERGROUND SERVICES SHOWN
E: 1093.957 IS APPROXIMATE ONLY. EXACT POSITION SHALL BE
N: 1092.862 PROVEN ON SITE BY THE CONTRACTOR PRIOR TO
COMMENCEMENT OF CONSTRUCTION
EXISTING 375Ø RCP
3.05m CLASS 3
LOCATION OF SERVICES
PRIOR TO COMMENCEMENT OF NEW WORK THE
375Ø RCP
US IL: 4.165 CONTRACTOR SHALL CONFIRM LOCATIONS, LEVELS AND
DS IL: 4.150 DETAILS OF EXISTING CONNECTION POINTS AND SERVICE
CROSSINGS BY POT HOLING. IF A VARIATION OCCURS
CONTRACTOR TO REMOVE A MINIMUM OF 1.2m CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
9 WIDE STRIP IN FRONT OF DRAINAGE WORK AND
RP28713 REINSTATE KERB & CHANNEL
FOLLOWING PIPE INSTALLATION REPLACE ASPHALT SURFACING (AC10 C320).
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
EXISTING CONCRETE CROSSOVER
Last saved by: ARCOS CIVIL(2022-06-16) Last Plotted: 2022-06-16
TO SUIT FINAL FINISHED SURFACE LEVELS AND GRADES.
TO BE REMOVED. TOPSOIL AND
TURF ALL DISTURBED AREAS
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
REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL AUTHORITY
AND ACTUAL FINISHED GROUND LEVELS.
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn TP Project No. Drawing No. Rev No.
ABBEY & RIC ANDERSON BUILDING WORKS - CIVIL DEVELOPMENT SITE
Design TP
PROPOSED RESIDENTIAL DWELLING PLAN
0m
A1 1:100
2.5 5
Vert. Datum
AHD
54 WARD STREET Check GM
220274 DRG-C-00301 B
B REVISED DRAINAGE 16.06.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
A FOR APPROVAL
Rev Revision Description
07.04.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
07.04.22 Status FOR APPROVAL
Size A1
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
Approved Plan - OPW22-0204.pdfRelated documentApplication case desk ↗
About this file
- File size
- 307 KB (small file)
- File type
No other editions are linked here.