Original source · versioned page text
Rfi - C6535-25-FULL Set 2025-06-18
GENERAL NOTES: EARTHWORKS NOTES: ROADWORKS NOTES: STORMWATER NOTES:
1. ALL WORK ON THIS CONTRACT IS TO BE CARRIED OUT IN 1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ, 1. ALL STORMWATER PIPES ARE R.C.P. CLASS 3, R.R.J. U.N.O.
ACCORDANCE WITH WALSH CONSULTING ENGINEERS SPECIFICATION AND SHOWN ON THE DRAWINGS. THE CONTRACTOR IS
NOOSA COUNCIL & MAIN ROADS STANDARD DRAWINGS.
AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE RESPONSIBLE TO LIASE WITH THE RELEVANT SERVICE
ENGINEER. AUTHORITY PRIOR TO COMMENCEMENT OF CONSTRUCTION 2. ALL STORMWATER MANHOLES ARE TO BE STD 1050 DIA U.N.O.
2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
TO DETERMINE THE LOCATION AND LEVEL OF ALL EXISTING
LANDSCAPE ARCHITECT'S DESIGN DRAWINGS. 3. ALL PROPOSED STORMWATER OUTLETS NOTED AS "STONE
2. THE CONTRACTOR IS TO CONTACT ERGON, TELSTRA, COUNCIL AND SERVICE UTILITIES.
OTHER SERVICE AUTHORITIES AND LOCATE EXISTING PITCHED HEADWALL" ARE TO BE DIMENSIONED IN ACCORDANCE
3. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE WITH MAIN ROADS CONCRETE EQUIVALENT.
UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT
WITH THE ENVIRONMENTAL MANAGEMENT PLAN & AS DIRECTED ON
CONTROL MEASURES TO PROTECT THE SITE FROM ALL
SITE BY SUPERINTENDENT. 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH WALSH
3. CONDUIT LOCATIONS IF SHOWN ON THE PLANS ARE PROVISIONAL CONSTRUCTION ACTIVITIES. ALL PERIMETER CONTROL
ONLY AND THE CONTRACTOR IS TO LIAISE WITH THE ENGINEER, MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF CONSULTING ENGINEERS STANDARD SPECIFICATION.
4. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY
TELSTRA AND THE ELECTRICAL CONSULTANT FOR THEIR FINAL PLANS THE SITE.
DENSITY RATIO (M.D.D.R.) OF 100% STD. 5. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
IMMEDIATELY PRIOR TO LAYING ROAD AND FOOTPATH CONDUITS.
3. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
5. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND PROVIDED BY WALSH CONSULTING ENGINEERS. HOWEVER,
4. THE ENGINEERING DESIGN IS BASED PARTLY ON A DATA TERRAIN STOCKPILING OF SOIL FOR FUTURE USE.
CHANNEL AS PER IPWEA STANDARD DRAWING R-0160 U.N.O. WALSH CONSULTING ENGINEERS ACCEPTS NO RESPONSIBILITY
MODEL COMPUTER GENERATED FROM THE SITE SURVEY AND SOME
ELEMENTS OF THE SURVEY DATA ARE INTERPOLATED AND MAY VARY 4. FILL IS TO BE PLACED IN ACCORDANCE WITH THE FOR INCORRECT SETOUT FROM THE DATA PROVIDED.
6. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE CONTRACTOR SHOULD CONFIRM THE CORRECT COORDINATES
FROM THE ACTUAL SITE CONDITIONS. THE CONTRACTOR SHALL REQUIREMENTS OF AS 3798-1996 "GUIDELINES ON
CONTRACTOR IS TO CONSTRUCT A CROSS-OVER IN ACCORDANCE WITH THE MANHOLE SETOUT DATA PROVIDED ON THESE
LIAISE WITH THE ENGINEER AND SURVEYOR AND SET OUT THE EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
WITH IPWEA STANDARD DRAWING R-0050. DRAWINGS.
WORKS ONLY FROM APPROVED REFERENCE PEGS AND LEVEL DEVELOPMENTS" - LEVEL ONE SUPERVISION AND TESTING.
BENCH MARKS. 7. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
5. MINIMUM RELATIVE COMPACTION:
FOOTPATHS (IF REQUIRED).
5. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSION, - RESIDENTIAL LOTS = 95% STANDARD AS1289.S.1.1
DEPOSITION OF SILT AND STORMWATER RUNOFF FROM THE JOB - ROAD SUBGRADE = 98% STANDARD AS1289.S.1.1
8. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH WALSH
SITE DOES NOT EXCEED THE PRE CONSTRUCTION RATES AT ANY CONSULTING ENGINEERS STANDARD SPECIFICATION.
POINT AS A RESULT OF HIS ACTIONS. 6. THE FINISHED SURFACE SHALL BE FREE DRAINING
(1:200 ON LOTS MIN).
9. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE
6. CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OR FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY WALSH
FILLED. IN OTHER AREAS WHERE CLEARING IS SPECIFIED. SELECTED 7. MAXIMUM ALLOTMENT GRADE = 1:25 (EXISTING NATURAL
CONSULTING ENGINEERS. HOWEVER, WALSH CONSULTING ENGINEERS
CLEARING ONLY IS TO BE CARRIED OUT BY RETAINING THOSE TREES SURFACE EXCLUDED), MINIMUM ALLOTMENT GRADE = 1:200
ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM THE
MARKED BY THE ENGINEER AND LEAVING THE AREA IN A CONDITION (UNLESS NOTED OTHERWISE).
DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT
SUITABLE FOR SLASHING. COORDINATES WITH THE HORIZONTAL CURVE DATA PROVIDED ON
8. THE CONTRACTOR IS TO STAGE EARTHWORKS WHEREVER
THESE DRAWINGS.
7. THE CONTRACTOR IS TO PRESENT UP THE JOB FOR POSSIBLE TO MINIMISE AREA OF 'OPEN' EXCAVATED AREAS.
ON-MAINTENANCE AND OFF-MAINTENANCE INSPECTIONS WHEN
DIRECTED BY THE ENGINEER WITH ALL PIPES, ROADS AND 9. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH
ALLOTMENTS FREE OF RUBBISH OR SILT AND WITH FOOTPATHS AND WALSH CONSULTING ENGINEERS TECHNICAL SPECIFICATION.
PARK AREAS SLASHED OR MOWN AND UNDERGROUND SERVICES
OPENED FOR INSPECTION.
8. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF
THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE
ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A
COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL
COMPLY WITH ALL REQUIREMENTS THEREOF.
9. ALL CONSTRUCTION IS TO BE SET OUT BY THE CONTRACTOR FROM
PEGGING OF ROAD CENTRELINE, MANHOLE POSITIONS, LOT STAKING
AND TBM'S PROVIDED BY THE PRINCIPAL'S LICENSED SURVEYOR
10. THE CONTRACTOR IS TO MAINTAIN THE SITE DURING CONSTRUCTION
FREE OF RUBBISH TO THE SATISFACTION OF THE SUPERINTENDENT.
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
PROPOSED RESIDENTIAL SUBDIVISION NOTES PAGE
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD CONSULTING
W walsheng.net.au CHECKED DIRECTOR APPROVAL
for INDIGO GROUP ENGINEERS
4665
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
RPEQ -
ENGINEERS A.B.N. 39 611 482 716 FOR APPROVAL C This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no
GARRRRRR!!!! THE PIRATE HAS LEFT HIS MARK!
part of it may in any form or by any means (electronic, mechanical, micro copying, photo-copying, recording or otherwise) be
DRAWING No: C6535/25/L02 REVISION:
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
Design: ILF Drawn: EPW Date:JUN 2025 intellectual property remains within Walsh Consulting Engineers. All enquiries should be directed to Walsh Consulting Engineers. COUNCIL REFERENCE: RAL25/0001 SHEET: of
FILENAME : C6535-25-L02.dwg - DATE : 18/6/25 - 1:31pm A1 Sheet Size
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.