Approved Plans - EXE22-0013 · EXE22/0013

                                                                                                                                                                                                                                                                                                           Project Job No. 205860




Site Sketch ( Not to Scale )
(All Dimensions Shown are Approximate Only)




                                                                                      Existing Established
                                                                                            Dwelling




                                                                                          Retaining Wall
                                           Retaining Wall




                                                            Existing Shed
                                                                                     2.           Existing Shed                                                              Laboratory Test Results

                                                                                                                                                                               Sample Location:-         N/A

                                                                                                                                                                               Depth of Sample:-         N/A

                                                                                                                                                                               Liquid Limit:-            N/A
                                                                            (SLOPE 2 %)
                                                                                                                                                                               Linear Shrinkage:-        N/A

                                                                                                                                                                               Iss:-                     N/A
                                          Retaining Wall




                                                                                                                                                                             Classification by characteristic surface movement as per AS2870-2011
                                                                                          Existing House                                                                       SITE CLASSIFICATION SYMBOLS       DESIGN Y'S RANGE                                       GENERALISED DESCRIPTION
                                                                                                                                                                                                                                                                              (Guide Only)
                                                                                                                                                                                                                                             Most sand and rock sites with little or no ground movement from
                                                                                                                                                                                            'A'                     0 < Ys
                                                                                                                                                                                                                                             moisture changes.
      Existing Established
                                                                                                                                                     Existing Established                                                                    Slightly reactive clay sites, which may experience only slight ground
            Dwelling                                                                                                                                                                        'S'                     0 < Ys < 20
                                                                                                                                                           Dwelling                                                                          movement from moisture changes
                                                                                                                                                                                                                                             Moderately reactive clay or silt sites, which may experience moderate ground
                                                                                                                                                                                            'M'                     20 < Ys < 40             movement from moisture changes
                                                                                                                                                                                                                                             Highly reactive clay sites, which may experience high ground movement
                                                                                                                                                                                            'H1'                    40 < Ys < 60             from moisture changes
                                                                                                                                                                                                                                             Highly reactive clay sites, which may experience very high ground movement
                                                                                                                                                                                            'H2'                    60 < Ys < 75             from moisture changes
                                                                                                                                                                                                                                             Extremely reactive clay sites, which may experience extreme ground
                                                                                                                                                                                            'E'                     Ys > 75                  movement from moisture changes
                                                                      1.
                                                                                                                                                                                                                                             Problem sites which generally have soils associated with uncontrolled fill,
                                                                                                                                                                                            'P'                         N/A                  abnormal moisture conditions (trees), soft or collapsing soils, landslip etc..
                                                                                                                                                                                                                                             For classes M, H1, H2 and E this further classification may be required, based
                                                                                                                                                                                            '- D'                       N/A                  on the depth of expected moisture change. Applied to sites with deep-seated
                                                                                                                                                                                                                                             moisture changes characteristic of dry climates and corresponding to a design
                                                                                                                                                                                                                                             depth of suction change (Hs), equal to or greater than 3 metres.
                                                                                                                                                                                                                 Test Methods: AS1289 3.1.2 (liquid limit), 3.4.1(linear shrinkage), 7.1.1(shrink-swell)




 Note - Tree heights (Ht) nominated are                                           STREET
 approximate and do not represent the
 potential mature height of the tree.




                                          STA CONSULTING ENGINEERS                                                                                                          Client
                                                                                                                                                                            Brisbane Construction Group Pty Ltd
                                                                                                                                                                                                                                                            Site Address
                                                                                                                                                                                                                                                            Lot 35 No.285 DAVID LOW WAY PEREGIAN BEACH 4573
                                                               Brisbane (Eight Mile Plains) (07) 3071 7444 Gold Coast (07) 3071 7444 Newcastle (02) 4032 6450
                                                                          email: [email protected]   webpage: www.staconsulting.com.au                          58 Kempsie Road UPPER MOUNT GRAVATT 4122
                                                                                                                                                                                                                                                       STASOD.2014-14-05