NOTES: 1. COPYRIGHT IN THIS DOCUMENT BELONGS TO PAUL WAITE ASSOCIATES LIMITED & ALL RIGHTS IN IT ARE COPYRIGHT IN THIS DOCUMENT BELONGS TO PAUL WAITE ASSOCIATES LIMITED & ALL RIGHTS IN IT ARE RESERVED BY THE OWNER. 2. NO PART OF THIS DRAWING MAY BE COPIED, TRANSFERRED, OR MADE AVAILABLE TO USERS OTHER THAN NO PART OF THIS DRAWING MAY BE COPIED, TRANSFERRED, OR MADE AVAILABLE TO USERS OTHER THAN THE ORIGINAL RECIPIENT, INCLUDING ELECTRONICALLY, WITHOUT PRIOR PERMISSION FROM PAUL WAITE ASSOCIATES LIMITED. 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS & ENGINEERS DRAWINGS & THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS & ENGINEERS DRAWINGS & SPECIFICATIONS. 4. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES. 5. NO DIMENSIONS TO BE SCALED FROM THIS DRAWING. NO DIMENSIONS TO BE SCALED FROM THIS DRAWING. 6. ONLY PDF/HARD COPIES OF DRAWINGS SHOULD BE REFERRED TO FOR CONSTRUCTION USE, THE USE OF ONLY PDF/HARD COPIES OF DRAWINGS SHOULD BE REFERRED TO FOR CONSTRUCTION USE, THE USE OF AUTOCAD DRAWINGS/DWG'S IS UNDERTAKEN ENTIRELY AT THE DEVELOPERS RISK AND ALL DIMENSIONS AND SETTING OUT MUST BE CHECKED IN CONJUNCTION WITH THE ARCHITECT AND ENGINEERS CONSTRUCTION MUST BE CHECKED IN CONJUNCTION WITH THE ARCHITECT AND ENGINEERS CONSTRUCTION IN CONJUNCTION WITH THE ARCHITECT AND ENGINEERS CONSTRUCTION DRAWINGS. ALL DRAWINGS SHOULD BE CONFIRMED AS LATEST ISSUE ON THE DOCUMENT ISSUE SHEET PRIOR TO COMMENCEMENT OF WORKS AND SHOULD BE USED ONLY FOR THEIR DEFINED DRAWING STATUS. ANY DISCREPANCIES BETWEEN THE ARCHITECT AND ENGINEERS DRAWINGS ARE TO BE IMMEDIATELY NOTIFIED TO ALL PARTIES.
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1. REFERENCE SHALL BE MADE TO THE PWA EARTHWORKS REFERENCE SHALL BE MADE TO THE PWA EARTHWORKS STRATEGY/EARTHWORKS SPECIFICATION 2. ISOPACHYTE CONTOURS/VOLUMETRIC ANALYSIS REPRESENT ISOPACHYTE CONTOURS/VOLUMETRIC ANALYSIS REPRESENT APPROXIMATE CUT AND FILL VOLUMES BETWEEN THE PROPOSED FORMATION LEVELS AGAINST EXISTING GROUND LEVELS FOLLOWING LEVELS AGAINST EXISTING GROUND LEVELS FOLLOWING SITE STRIP, REFER TO THE ADJACENT VOLUMETRIC ANALYSIS TABLES. 3. EXISTING GROUND AS PER INFORMATION AS DENOTED ON LATEST EXISTING GROUND AS PER INFORMATION AS DENOTED ON LATEST TOPOGRAPHICAL SURVEY INFORMATION MADE AVAILABLE 4. PLOT BOUNDARIES AND BUILDING AND EXTERNAL WORKS PLOT BOUNDARIES AND BUILDING AND EXTERNAL WORKS FOOTPRINTS SHOWN ON THIS DRAWING ARE INDICATIVE ONLY, BASED ON THE LATEST ARCHITECTS DRAWING. 5. PWA CONSULTING PROPOSED EARTHWORKS ANALYSIS IS INDICATIVE PWA CONSULTING PROPOSED EARTHWORKS ANALYSIS IS INDICATIVE ONLY. IT IS BASED ON THIRD PARTY INFORMATION AND GENERAL ASSUMPTIONS AND SHOULD BE READ IN CONJUNCTION WITH THE RELEVANT EARTHWORKS SPECIFICATION. 6. PAUL WAITE ASSOCIATES DO NOT ACCEPT RESPONSIBILITY FOR PAUL WAITE ASSOCIATES DO NOT ACCEPT RESPONSIBILITY FOR VARIATIONS IN THE ACTUAL DEPTH OF SITE STRIP OR ANY OTHER ON SITE EARTHWORKS WHICH MAY EFFECT THE RESULTING VOLUMES. THE CONTRACTOR SHALL UNDERTAKE AN INDEPENDENT ANALYSIS OF PROPOSED EARTHWORKS TO SATISFY HIMSELF AS TO THE VALIDITY OF THE INFORMATION PROVIDED. 7. THE SPECIFICATION FOR HIGHWAY WORKS (SHW) SERIES 600 THE SPECIFICATION FOR HIGHWAY WORKS (SHW) SERIES 600 (1998) PUBLISHED BY HMSO SHALL FORM THE BASE SPECIFICATION FOR ALL EARTHWORKS AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLASSIFICATION, TESTING, PLACING AND COMPACTION OF MATERIAL IN ACCORDANCE WITH CLAUSES 601, 602, 603, 608, 612 AND 613. 8. APPROXIMATE EARTHWORK VOLUMES HAVE BEEN DETERMINED BASED APPROXIMATE EARTHWORK VOLUMES HAVE BEEN DETERMINED BASED ON THE FOLLOWING ASSUMPTIONS/CAVEATS:
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EARTHWORKS NOTES
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EARTHWORKS VOLUMES EXISTING SITE STRIP ALLOW 150mm DEEP SITE STRIP OF EXISTING LEVELS CUT / FILL ANALYSIS BETWEEN EXISTING LEVELS AND PROPOSED LEVELS CUT FILL ADJUSTED CUT FILL ADJUSTED FILL ADJUSTED ADJUSTED ADJUSTED NORTH SITE: 36.548m 4,209.980m 4,173.433m * (FILL) 34,209.980m 4,173.433m * (FILL) 34,173.433m * (FILL) 3* (FILL) CUT FILL ADJUSTED CUT FILL ADJUSTED FILL ADJUSTED ADJUSTED ADJUSTED SOUTH SITE: 24.750m 11,580.940m 11,580.940m * (FILL) 311,580.940m 11,580.940m * (FILL) 311,580.940m * (FILL) 3* (FILL) (FILL) CUT FILL ADJUSTED CUT FILL ADJUSTED FILL ADJUSTED ADJUSTED ADJUSTED TOTAL SITE: 61.298m 15,790.920 m 15,729.622m * (FILL) 315,790.920 m 15,729.622m * (FILL) 3m 15,729.622m * (FILL) 15,729.622m * (FILL) 3* (FILL) * FINAL CUT/FILL FIGURES DO NOT INCLUDE SITE STRIP OR PROPOSED FINAL CUT/FILL FIGURES DO NOT INCLUDE SITE STRIP OR PROPOSED CONSTRUCTION ARISINGS. VOLUMES TAKEN FROM EXISTING AND PROPOSED GROUND LEVELS.
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NOTES: 1. COPYRIGHT IN THIS DOCUMENT BELONGS TO PAUL WAITE ASSOCIATES LIMITED & ALL COPYRIGHT IN THIS DOCUMENT BELONGS TO PAUL WAITE ASSOCIATES LIMITED & ALL RIGHTS IN IT ARE RESERVED BY THE OWNER. 2. NO PART OF THIS DRAWING MAY BE COPIED, TRANSFERRED, OR MADE AVAILABLE TO NO PART OF THIS DRAWING MAY BE COPIED, TRANSFERRED, OR MADE AVAILABLE TO USERS OTHER THAN THE ORIGINAL RECIPIENT, INCLUDING ELECTRONICALLY, WITHOUT PRIOR PERMISSION FROM PAUL WAITE ASSOCIATES LIMITED. 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS & THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS & ENGINEERS DRAWINGS & SPECIFICATIONS. 4. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES. 5. NO DIMENSIONS TO BE SCALED FROM THIS DRAWING. NO DIMENSIONS TO BE SCALED FROM THIS DRAWING. 6. ONLY PDF/HARD COPIES OF DRAWINGS SHOULD BE REFERRED TO FOR CONSTRUCTION ONLY PDF/HARD COPIES OF DRAWINGS SHOULD BE REFERRED TO FOR CONSTRUCTION USE, THE USE OF AUTOCAD DRAWINGS/DWG'S IS UNDERTAKEN ENTIRELY AT THE DEVELOPERS RISK AND ALL DIMENSIONS AND SETTING OUT MUST BE CHECKED IN MUST BE CHECKED IN IN CONJUNCTION WITH THE ARCHITECT AND ENGINEERS CONSTRUCTION DRAWINGS. ALL DRAWINGS SHOULD BE CONFIRMED AS LATEST ISSUE ON THE DOCUMENT ISSUE SHEET PRIOR TO COMMENCEMENT OF WORKS AND SHOULD BE USED ONLY FOR THEIR DEFINED DRAWING STATUS. ANY DISCREPANCIES BETWEEN THE ARCHITECT AND ENGINEERS DRAWINGS ARE TO BE IMMEDIATELY NOTIFIED TO ALL PARTIES.
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A
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CUT & FILL QUANTITIES AND EXTENTS UPDATED TO SUIT REVISED SITE LEVELS.
