220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017

                                                                                                                                                               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
                                                                                                                                                                                                                                                    LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                     LTD
               EG. STORM PLASTICS "SWIVEL JOINT"
               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
                                                                                                                                                                                                                                                  PAUL CLOUT DESIGN
                                                                                                    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. 27 ADAMS STREET
                                                                                                    NOTED OTHERWISE                                                                                  EXCLUDE SOIL PARTICLES)
                                                                                                                                                                                                                                                  SUNSHINE 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                                                                                                         SCALES
                                             A.S 3660.1                 FLEXIBLE JOINT BETWEEN                      TO COMPLY WITH
                                                                                                                    A.S 3660.1
                                                                                                                                                         THE 'P' CLASSIFICATION ON THE
                                                                                SLAB AND WALL
  OVERLAP PIPES 150MM
                                                                                                                                                         SUBJECT SITE AS PER SOIL TEST IS
                                                                             GRATED DRAIN
    MINIMUM AS SHOWN                                                                                                                                     DUE TO THE LOOSE/SOFT
 GROUND SURFACE FALL                                                                                                                                     MATERIAL PRESENT. LINDSAY
             1:50 MIN
                                                                                                                                                         CONSULTING CONFIRM THAT THE
       STORM WATER                                                                                                                                       PLUMBER SHALL ADOPT 'M'                                                                 SURVEY DATUM
       DRAINAGE PIPE
                                                                    SELECTED ARTICULATION                          SLAB TO BE TIED BACK
                                                                                                                                                         CLASSIFICATION FOR PLUMBING                                                              .
                                                                            FLEXIBLE JOINT                         TO THE BUILDING TO MINIMISE           PURPOSES.
                                                                                                                   FORCES ON PIPE WORK WHERE
                                                                                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
      THIS SITE CLASSIFICATION HAS BEEN




                                                                                                                                                                           75
                                                                                                                                RECOMMENDATIONS                                                              OR SLEEVE
      DETERMINED TO BE CLASSIFIED AS A "P" AS                                                                                                                                                  PIPE FROM FIXTURE
      PER SITE CLASSIFICATION REPORT BY LINDSAY                                                                                                                                                                                                 REVISION LIST

      CONSULTING P/L 220873.
                                                                                                                                                                                                                                                A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22

                                                                                                                                                                                                               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
                                                                                                                                                                                                                                                                                 220873FD.DWG
                                                                                                                                                                                                                                               DRAWING NUMBER                                     SHEET   REV.
                                                                                                                                                                           Not to scale                                                                                           22-0873-F11       11 A