Slope Stability - lindsays

                                                                                                                                                               LOCATION OF PENETRATIONS
                                                                                                                                                               TO ENGINEERS DETAIL
                                                                                                                                                                       SELECTED ARTICULATION JOINT E.G STORM
                                                                                                                                   LAGGING OR SLEEVE                   PLASTICS "SWIVEL JOINT" OR OTHER APPROVED
                                                                                                                                                                       FLEXIBLE FITTING INSTALLED TO MANUFACTURES
                                                                                                                                                                       RECOMMENDATIONS
               SELECTED ARTICULATION JOINT
                                                                                                                                                                                                                                                       LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                     LINDSAY CONSULTING PTY
               EG. STORM PLASTICS "SWIVEL JOINT"
                                                                                                                                                                                                                                                                        LTD


               OR OTHER APPROVED FLEXIBLE
                                               MIN 15 DEGREE
                                                                                                                                                                                                                                                                                                     RPEQ 4928
               FITTING INSTALLED TO                                                                                                                                                                                 FOOTING                          OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118

               MANUFACTURERS                   BEND TYPICAL                                                                                                                                                                                         THIS DRAWING REMAINS THE PROPERTY OF
               RECOMMENDATIONS                                                                                                                                                                                                                      LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                      THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                    MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                       PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                          LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                                                   CLIENT AND PROJECT DESCRIPTION

                                                                                                    LAGGING THICKNESS                                                                                   "EXPANDA" JOINT (LUBRICATED WRAPPED
                                                                                                                                                                                                                                                     GUY MELDRUM
                                                                                                    25MM AND 40MM ON                               SEWER MAIN OR                                        IN 2 LAYERS OF 200 MICRON POLYTHENE AND      PROPOSED RESIDENCE
                                                                                                    "E" SITES UNLESS                                 BRANCH LINE                                        SEALED WITH PRESSURE SENSITIVE TAPE TO       NO.4 TRISTANIA DRIVE
                                                                                                    NOTED OTHERWISE                                                                                     EXCLUDE SOIL PARTICLES)
                                                                                                                                                                                                                                                     MARCUS BEACH
"EXPANDA" JOINT (LUBRICATED WRAPPED IN
  2 LAYERS OF 200 MICRON POLYTHENE AND
                                                        TYPICAL PIPE THROUGH FOOTING DETAIL -SECTION
SEALED WITH PRESSURE SENSITIVE TAPE TO                                               Not to scale
                 EXCLUDE SOIL PARTICLES                                                                                                                                                                                                            DRAWING TITLE
                                                                                                                                                 TYPICAL CONNECTION FROM PIPE WORK TO BRANCH LINE DETAIL                                             PLUMBING DETAILS
                                                                                                                                                                                  Not to scale
                DOWN PIPE                    PROVIDE VISUAL SPACE
                                             TO COMPLY WITH                                                         PROVIDE VISUAL SPACE                  THE 'P' CLASSIFICATION ON THE                                                            SCALES
                                             A.S 3660.1                 FLEXIBLE JOINT BETWEEN                      TO COMPLY WITH
                                                                                SLAB AND WALL                       A.S 3660.1                            SUBJECT SITE AS PER SOIL TEST IS
  OVERLAP PIPES 150MM                                                        GRATED DRAIN
                                                                                                                                                          DUE TO THE LOOSE/SOFT
    MINIMUM AS SHOWN
                                                                                                                                                          MATERIAL PRESENT & TREES
 GROUND SURFACE FALL
             1:50 MIN                                                                                                                                     ON-SITE. LINDSAY CONSULTING
                                                                                                                                                          CONFIRM THAT THE POTENTIAL
       STORM WATER                                                                                                                                        ALLOWABLE SETTLEMENT DOES                                                                SURVEY DATUM
       DRAINAGE PIPE
                                                                    SELECTED ARTICULATION                          SLAB TO BE TIED BACK                   NOT EXCEED 70mm EXPANSION                                                                  .
                                                                            FLEXIBLE JOINT                         TO THE BUILDING TO MINIMISE
                                                                                                                   FORCES ON PIPE WORK WHERE
                                                                                                                                                          JOINT CAPACITY.
                                                                                INGROUND                           SPECIFIED BY AN ENGINEER
                                                                                                                                                                                                                                                   ASSOCIATED CONSULTANTS
    ALLOW PIPE WORK TO MOVE                                                    PIPE WORK
     VERTICALLY INDEPENDENT
        OF BUILDING FOOTINGS



   TYPICAL STORM WATER DETAIL (ALTERNATIVE)                                            DOWN PIPE TO GRATED DRAIN DETAIL
                            Not to scale                                                            Not to scale

                                                                                                           SELECTED ARTICULATION JOINT E.G STORM
                                                                                                      PLASTICS "SWIVEL JOINT" OR OTHER APPROVED




                                                                                                                                                                                            150
                                                                                                     FLEXIBLE FITTING INSTALLED TO MANUFACTURES                                                                 LAGGING




                                                                                                                                                                             75
      THIS SITE CLASSIFICATION HAS BEEN                                                                                         RECOMMENDATIONS                                                                 OR SLEEVE
      DETERMINED TO BE CLASSIFIED AS A "P" AS                                                                                                                                                     PIPE FROM FIXTURE
      PER SITE CLASSIFICATION REPORT BY LINDSAY                                                                                                                                                                                                    REVISION LIST
                                                                                                                                                                                                                                                   A BUILDER REVIEW - NOT FOR CONSTRUCTION              25/03/22
      CONSULTING P/L 220061.                                                                                                                                                                                      DOWEL BARS TO ENGINEER'S
                                                                                                                                                                                                                  DETAIL (IF NOT POURED
                                                                                                                                ADDITIONAL LAGGING TO                                                             MONOLITHIC WITH FOOTINGS)
                                                                                                                                O.R.G TO LOCAL COUNCIL
                                                                                                                                        SPECIFICATIONS                                                CONCRETE-ENCASED O.R.G
                                                                                                                                                                                                      (POURED IN-SITU/MONOLITHIC
                                                                                                                                                                       100

                                                                                                                                                                                                      WITH FOOTING)


                                                                                                                                        TYPICAL SECTION AT O.R.G TO PREVENT SHEAR AT FOOTING FACE
                                                                                                                                                                                                                                                  Computer File
                                                                                                                                                                                                                                                                                    220061FD.DWG
                                                                                                                                                                                                                                                  DRAWING NUMBER                                     SHEET   REV.
                                                                                                                                                                             Not to scale                                                                                            22-0061-F11       11 A