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BR190571 - Civil Set

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                                                                                                                                                                                                                           GTP3783                                                                                                                                                                                                                                                                                                                                                       LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE WITH EARTHWORKS NOTES ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         GENERAL NOTES DRAWING INCLUDING STRIPPING, PARTIAL SUBGRADE REPLACEMENT OF TOP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         500mm OF EXISTING FILL (AS PER SECTION 6.2.1 OF SOIL SURVEYS GEOTECH REPORT), PROOF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ROLLING AND FILLING WITH IMPORTED SELECT FILL MATERIAL TO ACHIEVE THE NOMINATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BULK EARTHWORKS LEVELS. ALL AS SPECIFIED IN SECTION 6.0 OF SOIL SURVEYS REPORT,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT No. 1-22276 DATED FEBRUARY 2020.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BULK EARTHWORKS TO BUILDING AREA. PROVIDE 150mm THICK SUBBASE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (CBR45) LAYER COMPACTED TO 95% MODIFIED DRY DENSITY.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BULK EARTHWORKS TO PAVEMENT AREA
                                                                                                                                                                                                                                                                                                                                                                                                                                                          6
              26                                                                                                                                                                                                                                                                                                                                                                                                                                     1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BULK EARTHWORKS TO CONCRETE FOOTPATH AREA - REFER DETAIL ON




                                                                                                                                                                                                                                                                                                                                                                                                                                               EX
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                                                                        65
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                                                                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BULK EARTHWORKS TO BIORETENTION AREA. ALLOW TO EXCAVATE 700mm




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BELOW FINISHED SURFACE LEVEL.




                                                                                                                                                                                                                                                                                                                                                         66
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                                                                                                                                                                                                                                                                                                                                                                                                                                                            61




                                                                                                                                                                                                                                                                                                                                                             5
                                                             83


                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.                                                                                                                                                        PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS




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                                                                                                                                                                                                                                                                                                                                                                 65
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                                                                                                                                                                                                                                                                                                                                                                                                                                   21
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                                                                                                                                                                                                                                                                                                                                                                              .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EARTHWORKS TO LANDSCAPE ARCHITECTS DETAILS. GENERALLY 300mm




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                                                                                                                                                                                                                                                                                                                                                                                  3
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.60
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                                                                                                                                                                                                                                                                                                                                                                                                                    70
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                                                             86




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                                                                                                        57




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                                                                                                                                                                                                                                                                                                                                        59
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   61.00           EXISTING CONTOUR (0.25m INTERVAL)




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