Eng's Stormwater design · OPW16/0051

 

GENERAL NOTES

1.
2.

DO NOT SCALE DRAWINGS.

ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS NOTED

EXISTING PAVEMENT:

6.

THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF
THIS PROCEDURE.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OTHERWISE. EROSION & SEDIMENT CONTROL
3. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR 1. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO SUIT
CLARIFICATION BEFORE PROCEEDING. THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
4. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL TRAFFIC MANAGEMENT
VARIATIONS ARISING FROM THE CLARIFICATION OF THE DISCREPANCY.
1. NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC
5. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING WITHOUT A PRE-APPROVED TRAFFIC CONTROL PLAN.
FROM A VARIATION TO THE SUPERINTENDENT FOR APPROVAL, BEFORE
PROCEEDING WITH THE WORKS. 2. THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE
GRANTED AND MEASURES ARE ONLY IN PLACE WITHIN THE APPROVED HOURS
6. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, STIPULATED.
SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN STANDARDS, OTHER
STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL 3. THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN
AUTHORITY AND THE ENGINEER. ACCORDANCE WITH THIS APPROVED TRAFFIC CONTROL PLAN INCLUDING
TEMPORARY SIGNS, BARRIERS, LIGHTS ETC.
7. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL
HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL PRE-START MEETING WITH 4. THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT,
A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE MONITOR AND ADDRESS ALL TRAFFIC MANAGEMENT ISSUES.
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START
MEETING AND SHALL COMPLY WITH THE REQUIREMENTS THEREOF. 5. ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION
POSSIBLE TO ALL OTHER USERS, INCLUDING MOTORISTS AND PEDESTRIANS.
8. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE
HEALTH AND SAFETY LEGISLATION. STORMWATER DRAINAGE NOTES
9, THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING GENERAL
TRAFFIC MANAGEMENT PLAN, ENVIRONMENTAL MANAGEMENT PLAN AND
WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF i. DESIGN bea Nor CONEGeM win Cob NTS THE PROPOSED DRAINAGE
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. .
NO STORMWATER CATCHMENT ANALYSIS OR CALCULATIONS HAVE BEEN
10. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP UNDERTAKEN, AS WE ARE REPLACING LIKE FOR LIKE.
THE SITE AND DEMOBILISE TO THE SATISFACTION OF THE PRINCIPAL AND
SUPERINTENDENT. 2. ALL REDUNDANT STORMWATER PIPES, MANHOLES, PITS ETC. ARE TO BE
SURVEY REMOVED AND DISPOSED OF.
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY MAX WATTERSON & 3. ALL STORMWATER PIPES TO BE CLASS 4 RCP WITH RUBBER RING JOINTS
ASOCIATES. 4. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). TO BE IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ D-0030, (TYPE 2).
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND 6. DRAWING BWEAG DS O10 DIAMETER IN ACCORDANCE WITH STANDARD
UTILITIES PRIOR TO CONSTRUCTION. :
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE 8. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE
CONTRACTOR'S LICENSED SURVEYOR AND ANY DISCREPANCIES ARE TO BE Ds.019
REPORTED TO THE SUPERINTENDENT. :
7. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE
EXISTING SERVICES CAST IRON CLASS B IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DS-020.
ORV NON PRON IDED BY tHe SuRVICE REO RERS AU TCOR OES AND 8. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING
: STORMWATER PIPES AND STRUCTURES.
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY
AND NO RESPONSIBILITY IS TAKEN FOR THE ACCURACY OR COMPLETENESS 8. NANIOLES AND TORCH BE NEATLY MORTARED ON THE INSIDE FACE OF
OF THE INFORMATION SUPPLIED. °
10. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH
SOON ON ie OR AMNGG on HAVE NECESSARILY BEEN IDENTIFIED AND EXCAVATION AND CONSTRUCTION IS IN ACCORDANCE WITH CURRENT
: CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES LEGISLATION.
ON THE SITE PRIOR TO COMMENCING WORKS. 11. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3M OF EXISTING SERVICES COMPACTION TO BACKFILLING OF TRENCHES AND STRUCTURES.
PRIOR TO NOTIFICATION TO THE APPROPRIATE AUTHORITIES. 12. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES CONSTRUCTED STORMWATER DRAINAGE ASSETS FOR APPROVAL BY THE
SHALL BE MODIFIED WHERE NECESSARY TO SUIT FINAL FINISHED SURFACE ENGINEER AND / OR LOCAL AUTHORITY.
LEVELS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS
ROAD PAVEMENT CAUSED NO DAMAGE TO EXISTING STORMWATER INFRASTRUCTURE DURING
THE CONSTRUCTION OF THESE WORKS.
GENERAL:
14. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A
1. ASPHALT PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH SATISFACTORY STANDARD BY THE CONTRACTOR.
MRTS30.
15. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE
2. THE ASPHALT OVERLAY IS TO BE TIED-IN NEATLY TO THE KERB AND CHANNEL CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED
FOLLOWING EDGE PLANING. DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES.
3. UNBOUND PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE 16. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE
WITH MRTSO5. CLEAR OF DEBRIS AND OTHER BLOCKAGES.
4. BASE COURSE AND SUB BASE TO BE STEPPED, AT JOINT BETWEEN EXISTING
AND PROPOSED PAVEMENT, IN ACCORDANCE WITH STANDARD DRAWING
IPWEAQ SEQ R-170.
5. ALL PAVING OPERATIONS INCLUDING MATERIAL SUPPLY, CONSTRUCTION
PROCEDURES AND TESTING REQUIREMENTS SHALL BE IN ACCORDANCE WITH
TMR STANDARDS AND SPECIFICATIONS.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size]
MAX WATERSON AND | D. WOOD NV GJ 9 RAVENWOOD DRIVE - NOOSA HEADS GENERAL NOTES AS SHOWN] A1
ASSOCIATES Designed Verified
GJ OR Drawing Number
engineers & project managers Approved RPEQ No RDP LOT 70 RP217095 15758 _C01
‘Noosa: 07 5449 9800 D.REYNOLDS — 9072 LOCAL AUTHORITY NOOSA COUNCIL =
A__ [12.02.16] ISSUED FOR APPROVAL NV a Sian bate ROL APPROVAL, REC 15/0023 VERT DATUM AHD . tl
receplon@ioseoraulicg. oon wa ioeorsuing. con i
revision description Rey| Date [Revision Description Drawn non 9 129 606298 Foo OPW APPROVAL RL 1 of 2 A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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