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Approved Plans - OPW20 0196
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
16 GRANT STREET NOOSA HYDRAULIC SERVICES SITE GENERAL NOTES LEGEND SYMBOLS 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION AND THE REQUIREMENTS OF STORMWATER PIPE RISES - APPROVED PLAN ALL RELEVANT AUSTRALIAN STANDARDS. PIPE CONTINUES EXISTING SEWER 2. ENSURE INVERT LEVELS AND SUFFICIENT COVER TO ALL SERVICES ARE OBTAINABLE PRIOR TO COMMENCEMENT. EXISTING STORMWATER 3. THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED PLUMBING AND DRAINAGE INSTALLATION. USE EXISTING WATER ABBREVIATIONS OPW20/0196 DIMENSIONED ARCHITECTURAL DRAWINGS FOR SET OUT OF PENETRATIONS RELATING TO PLUMBING FIXTURES. IT IS THE RESPONSIBILITY OF THE INSTALLER TO COORDINATE THE ON-SITE INSTALLATION WITH OTHER SERVICES INSTALLATIONS AND THE TELSTRA OVERHEAD POWER DP FSL DOWNPIPE FINISHED SURFACE LEVEL NOOSA COUNCIL 19 OCTOBER 2021 LIKE. IL INVERT LEVEL 4. THE CONTRACTOR SHALL CONFER WITH THE LOCAL AUTHORITY AND PUBLIC UTILITIES TO ASCERTAIN THE LOCATION AND THE - PVC POLYVINYL CHLORIDE DEPTH OF ANY AND ALL EXISTING SERVICES WITHIN AND EXTERNAL TO THE PROPERTY WHETHER DOCUMENTED OR OTHERWISE. RL REDUCED LEVEL 5. 'AS-CONSTRUCTED' DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL CHANGES TO SL SURFACE LEVEL THE ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF 'AS-CONSTRUCTED' DRAWINGS INCLUDING A SUBMETER TABLE TO THE LOCAL SERVICE PROVIDERS REQUIREMENTS. SERVICE LABELS SMH SEWER MANHOLE DENOTES SERVICE NUMERIC SERVICE SW STORMWATER 6. ALL STORMWATER DRAINAGE SHALL BE MINIMUM 100Ø @ 1% FALL UNLESS NOTED OTHERWISE. IDENTIFICATION ## ## SWG STORMWATER GULLY 7. DIMENSIONED ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER SCALED HYDRAULICS DRAWINGS. ## U/G UNDER GROUND DENOTES SIZE MATERIALS STORMWATER: (UP TO 300 DIA.) PVC CLASS SW HEAVY (UNO) Drawing Style: BOUNDARY 150Ø SCREWED ACCESS CAP WATER: In strata DRAINAGE: Out of strata PLANTER BOX This drawing is confidential and is not to be reproduced in any form as a whole or in part without the express written authority of 600 150Ø 80mm HIGH Plumbing Design & Drafting Pty Ltd. IMPORTANT !!!! OVERFLOW/SURCHARGE SLOT Note: symbols are drawn in the correct position but are not to scale. Drawing has been prepared for colour printing. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR ND LEVEL ACCURACY CANNOT BE GUARANTEED. THE CONTRACTOR SHALL VERIFY THE FINISHED GROU North Point: LOCATION AND INVERT LEVELS FOR ALL SERVICES WITHIN THE VICINITY OF THE Design: Mark Laverick PROPOSED EXTENTS OF THE WORKS, BOTH WITHIN THE SITE AND ROAD RESERVE, FSL 20.95 (APPROX.) Checked: Mark Laverick AND PROTECT THESE SERVICES PRIOR TO COMMENCING CONSTRUCTION. ANY DIFFERENCES WITH REGARDS TO THE LOCATION, AND OR, INVERT LEVELS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO THE EXISTING FOOT PATH STORMWATER CHAMBER N Drawn: Danielle Rooth Plotted by: 'hlaverick' SERVICES WHETHER SHOWN ON THE ENGINEERING PLANS OR NOT. SUCH REPAIR OR Plot date: 11 Oct, 2021 - 12:27pm REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF THE SERVICE AUTHORITY AT THE CONTRACTORS EXPENSE. Issue Date Amendment Int. App. 150mm INCOMING DRAINAGE EXISTING 1 20.04.21 PRELIMINARY ISSUE DR ML Telstra U/G - Shown from Records STORMWATER Water U/G - Shown from Records
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