Engineering Drawings

H0.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5.5 6.8 8.4
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   DETAILED. ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                H-1.1




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   DISTURBANCE OF THE SITE.
                                                                                                                                                H-2.2                                                                      H-2.0                                                                                                                                                                                                                                                                                                                                                                                                                           RL 5.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5.3
2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D.P
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D.P
   FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
   DETAILS.                                                                                                                              D.P
                                                                                                                                          D.P                                                                                  D.P
                                                                                                                                                                                                                                D.P




                                                                                                                                                                                                                                                                                                                                                                                                                                     RL 5.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BIO BASIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BIO BASIN
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-2007
   "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            H-0.5




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5.5
   DEVELOPMENTS" - LEVEL ONE (1) SUPERVISION AND TESTING.




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4. GENERAL EARTHWORKS MINIMUM RELATIVE COMPACTION:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.3
  -  98% STANDARD AS1289 5.1.1 (STD COMPACTION)




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  -  PAVEMENT SUBGRADE 98% STANDARD AS1289 5.1.1 (STD COMPACTION)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  | | | | | | | | | | |                                                                                                                                                                                                                                                                                                                                               H0.0




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5. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO
   (M.D.D.R.) OF 100% STD.                                                                                                                                                                                                                                                                                                                                                                                                               RL 5.70
                                                                                                                                                                                              RL 5.70                                                                                                                                                                                                                                                                                                                                                                 RL 5.70




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6. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD                                                                                                       F. H. R.




   SPECIFICATION & NOOSA SHIRE COUNCIL REQUIREMENTS.




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                                                                                                                                                                                                                                                                                                                                                                                                         5.6
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                                                                                                                                                                                                                                                                                          9

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                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                             5.4                                         RL 5.01




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                                                                                                                S                                   S                                     S                        S                                                                                                                     S                                                                       S                           5.2 5.0                                            S                                                                             S                                                                                S                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S                    S                       S


                                                                                                                                                                                               WMT                           WMT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5
                                                                                                           FH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W                   W                         W
                                                                                                                              W                             W100     W                          W100 W                       W100
                                                                                                                                                                                                                               W                                                                                                                                             W100
                                                                                                                                                                                                                                                                                                                                                                             W                                                                       W W100                                                                               W               W100                                                      W                          W100                                                                                                                W
                                                                                                                                                                                                                  EP                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EP
                                                                                                           E              E                             E                E                      E             E                E                                                                                                                 E                                       E                                           E                                                  E                                                 E                                       E                                                   E                                                                               E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CARPARK EXIT
                                                                                                                     CARPARK ENTRY
                                                                                                                                                                                                                                                                                                                                                         DOONELLA STREET

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FH
                                                                                                           W                                    W                            W                            W                                                                                       W                                                                                              W                                                                       W                                                                                    W                                                                                W                                                                                                                                                                                W                                                                                                                                                                                                                                                                                                     W                    W                       W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0          4          8          12           16    20 Meters

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SCALE 1:200 (A1), 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                     PLAN
                                                                                                                                                                                                                                                                                                                                                                     SCALE 1:200 (A1), 1:400 (A3)

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       SWT                                                                                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                         ALTA PROJECTS
                                                                                                                    Drawn: SWT
                                                                                                                                                                                                                                                                                                                                                                                         A.B.N. 611355330                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EARTHWORKS LAYOUT PLAN
                                                                              FOR APPROVAL                           Date: DEC 2017                                                                                                                                                                                                                                                      26 Memorial Avenue, Cotton Tree                                                                                                                                      PROPOSED COMMERCIAL DEVELOPMENT
                                                                                    NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                 PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Revision     Sheet
  C    28/01/2021   ISSUE FOR APPROVAL                          S.T.   S.R.                                     Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                         Tel (07) 5475 4125 Fax (07) 5479 1607                                                                                                                                at 30-32 DOONELLA STREET, TEWANTIN QLD                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A6035/21/EW01                             C        1 of 1
  B    27/01/2021   ISSUE FOR APPROVAL                          S.T.   S.R.       STEPHEN ROBERTS
                                                                                                                                                                                                                                                                                                                                                                                         Email: [email protected]
  A
  1
       21/01/2021
       18/01/2021
                    ISSUE FOR APPROVAL
                    CO-ORDINATION ISSUE
                                                                S.T.
                                                                S.T.
                                                                       S.R.
                                                                       SR
                                                                               .......................
                                                                                   DIRECTOR APPROVAL                 Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                         Web: http://www.alta.net.au                                                                                                                                          for DONNELLA STREET PTY LTD
 REV    DATE                              DESCRIPTION           BY     CHKD        RPEQ - 7665                        A1 SHEET SIZE                                FILENAME : A6035 - EW01 EARTHWORKS LAYOUT PLAN.dwg - DATE : 28/1/21 - 4:31pm - XREF's: X_Base; X_Survey; H-Approved-SR; H-Checked-SR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Council Ref: ...................