Geotechnical Report

                                                             EXISTING RESIDENCE                                                                                                              LINDSAY CONSULTING PTY
                                                                                                                                                                                                                LTD




                                                                                                                                                             LINDSAY CONSULTING HAVE NOT
                                                                                                                                                             BEEN PROVIDED WITH CONTOUR
                                                                                                                                                             SURVEY PLAN OR ACCURATE
                                                                                                                                                             LOCATION OF EASEMENT/SEWER



A SITE NOTE THAT THE FINAL LAYOUT, SHAPE AND SIZE SHALL BE
CONFORMED ON-SITE PRIOR TO CONSTRUCTION, DRAWN TO
INFORMATION PROVIDED BY CLIENT. LINDSAY CONSULTING DOES
NOT HOLD ANY RESPONSIBILITY FOR THE INFORMATION NOT
PROVIDED.


POOL FENCING IN ACCORDANCE WITH AS1926- 2007.
SELF LOCKING GATE LOCATIONS TO BE CONFIRMED ON-SITE

                                                                                                                DECK BY OTHERS
 POOL CONTRACTOR IS TO ENSURE THAT THE PROPOSED POOL IS
 EITHER OUTSIDE THE TREE ZONE OF INFLUENCE OR PROVIDE                                                                            APPROX 2.1 m OOG
 PROTECTIVE MEASURES AGAINST THE TREE EFFECTS SUCH AS
 INSTALLING ROOT BARRIER OR SIMILAR. TREE ZOI IS "DISTANCE
 FROM TREE = TREE HEIGHT X 2.0". ALTERNATIVELY THE POOL
 CONTRACTOR IS REQUIRED TO INFORM ENGINEER OF TREE
 LOCATION AND HEIGHTS FROM POOL ALONG WITH A SOIL
 REPORT TO DETERMINE THE SOIL EFFECTS APPLIED TO THE                                                               1.2 m DEEP
 POOL SHELL. THE POOL CONCRETE & REINFORCEMENT SHALL BE


                                                              APPROX EASEME
 DESIGNED TO SUPPORT INCREASED SURFACE MOVEMENT                                                                                       Centre block wall to support pool
                                                                        SEWER APPROX                                                  base without internal shell piers
                                                                            NT- AS PROVIDE




                                                                                                                                                  600 Wide Strip footing as per details
                                                                                                                   1.8 m DEEP
                                                                                      900mm DEEP
                                                                                           D BY POOL BUILD




                                                                                                                                                  RED CIRCLES Indicate 120kN safe
                                                                                                                                                  working load screw piles. Install 1-S12
                                                                                                                                                  bars through the top of pile 1m long min




                                                                                                                                 APPROX 2.7 m OOG
                                                                                                           ER