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18164-C16-G- Detention Tank Details - Sheet 2

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                                                                                                       SAFETY FENCE ALONG TOP OF                                                                                                                                                                                                                                                               SAFETY FENCE ALONG TOP OF




                                                                          SAFETY FENCE




                                                                                                                                                                                                                                                                                                                                                                 SAFETY FENCE
                                                                                                       WALL.                                                                                                                                                                                                                                                                                   WALL.




                                                                                              REFER TYPICAL SECTION
                                                                                              FOR ALTERNATIVE
                                                                                              BLOCKWORK OPTION.
                                                                                                                                                                                                                                                                                                                                                                                                        PLANTER SOIL DEPTH AS PER                                  DRAINAGE LAYER WITH SUBSOIL
                                                                                                                                                                                                                                                                                                                                                                                                        LANDSCAPER REQUIREMENTS.                                   DRAINAGE TO TANK.                                                                 KERB. REFER DRGS
                                                                                                                                     KERB. REFER DRGS
                                                                                                                                     18164/C10-C12 FOR TYPE AND                                                                                                                                                                                                                                                                                                                                                                                      18164/C10-C12 FOR




                                                                                                                                                                                                                                                                                                                                                                                 MIN
                                                                                                                                                                                                                                                                                                                                                                                 100
                                                                                                                                     EXTENT.                                                                                                                                                                                                                                                                                                                                                                                                         TYPE AND EXTENT.
                                                                                                        N12 AT 300




                                                                                          MIN
                                                                                          100
                                                                 190                                                                      N12 'C' BARS AT 300           S82 MESH                                                                                                                                                                                                                                        2.0% MIN.                                                                                                                                        INTERNAL
                                                                                                                                                                                                                                                  INTERNAL PAVEMENT
                                     BOUNDARY



                                                                                                     2.0% MIN.




                                                                                                                                                                                                                                                                                                                      BOUNDARY
                                                                                                                                          CRS. MAX.                                                                                                                                                                                                                                                                                                                                                                                                                      PAVEMENT
                                                                BLOCK                                                                                                                                                                             WITH KERB.
                                                                                                                                                                                                                                                                                                                                      REFER SECTION A                                                                                                                                                                                                                    WITH KERB.




                                                                                                                                                                                                                         200
                                                           N12 AT 400
                   1200 MAX.




                                                           HORIZONTAL.
                                                                                         60
                                                           (TYP.)

                                                                                                                                                                                CLEAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              200
                                   N16 AT 400 VERTICAL.                                                                                            2/N12 BARS                  COARSE                                                                                                                                              300
                                   60 COVER TO SOIL SIDE OF                                                                                                N16 AT 200        GRANULAR                                                           500 MIN. OVER FIRM COMPACTED SUBGRADE
                                   BLOCKWORK. (TYP.)                                                                                                                          BACKFILL                                                          (REFER DRG 18164/C60-C62 FOR DETAILS)                                                                                                                                                                                                                                                                                                 REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SECTION A
                   250




                                                                                                                                                                                                                                                                                                                250
                                                                                                                                                                                                                     WATERPROOFING INSTALLED BY




                                                                                                                                                                                                                                                                                                                TYP
                                                                                                                                                                                                                     SPECIALIST CONTRACTOR TO




                                                                                                                                                                                                                                                                                                                230
                                                                                                        4/N16x1500 LONG AT 150
                                                                                                        EXTRA OVER ALL BLOCK                                        N16 AT 400 VERTICAL.                             MANUFACTURER`S SPECIFICATIONS                                                                                                                                                                                                        N16 AT 200
       N16 AT 400 VERTICAL.                                                                             COLUMNS.                     N16 AT 175                     60 COVER TO SOIL                          190                                                                                                                                                                       4/N16x1500 LONG AT 150                                                                                    4/N16x1500 LONG AT 150
                                                                                                                                                                                                                                                                                          OVERFLOW WEIR.                                                                                EXTRA OVER ALL BLOCK                                        N16 AT 200                                    EXTRA OVER ALL BLOCK
       60 COVER TO SOIL                  190                                                      4/N16x1500 LONG AT 150 EXTRA                                      SIDE OF BLOCKWORK.                     60BLOCK
       SIDE OF BLOCKWORK                                                                          OVER ALL BLOCK COLUMNS.                                                                                                                                                                 RL 3.430 100m LONG.                                                                           COLUMNS.                                                                                                  COLUMNS.                                       REFER SECTION A




                                                                                                                                                                                                                                                                                                                                                                                                                            1050 (TYP.)
                                        BLOCK                                                                                                                      N12 AT 400                                                  AG. DRAIN WITH




                                                                                                                                                                                                                                                                                                                                                    830 (TYP.)
                                                                                                  4/N16 VERTICAL.
                  N12 AT 400                                                                      60 COVER.                                                        HORIZONTAL.                                                 GRAVEL                                                     REFER SECTION A
                                                                                                                                                                                                       130
                  HORIZONTAL.                                                                                                                                     N16 AT 400 STARTERS.                                         SURROUND
                                                               60                                 R6 TIES AT 200.
                                                                                                                                                                  60 COVER TO SOIL SIDE                                                                                                    23 x ∅100mm OUTLETS                                                                                 REFER SECTION A                                                                                        REFER SECTION A
                                                                                                  390x390 BLOCK
        N16 AT 400 STARTERS.                                                                                                                                      OF BLOCKWORK.                                                                                                            AT 5.0m CRS.                                                                                                                                             N12 AT 150
                                                                                                  COLUMN.
        60 COVER TO SOIL SIDE
                                                                                                  4/N16 STARTERS.                                                                N12 AT 150.                                                                                            SCOUR PROTECTION FOR FULL                                                                                                                                                                                    6/N16
        OF BLOCKWORK                                                                                                                                                                                                                                                                                                                                                                                                                                      N12 AT 200
                                                                                                  60 COVER.               TANK BASE RL 2.600                                                                                                                                                                                                                                            TANK BASE RL 2.600
                                                                                                                                                                                                                                                                                        LENGTH OF TANK. REFER DRG
                                                                                                                                                                                                                                                                                        18164/C10-C12 FOR DETAILS.
                                                                                                                 250




        EXISTING RL 2.300                                                                                                                                                                                                                                                                   EXISTING RL 2.300




                                                                                                                                                                                                                                                                                                                                                                                                                                                           550
                                                                                               4/N16 x 1200 LONG AT                 N12 AT 200.                                   N12 AT 200                                                                                                                                                                                                                                                                                                                   N16 LIGS AT 300
                                                                                               200 CRS. UNDER EACH                                                                                                                                                                                                                                                                                                                                                                                                   SF1. ASSUMED BEARING CAPACITY




                                                                                                                                                                                                               600
                                                                                               BLOCK COLUMN.                                                                     N12 AT 300                                                                                                                                                                                                                                                                                                                          OF 100kPa (TO BE CONFIRMED BY
 SCOUR PROTECTION FOR FULL                                                                                                                                                       EACH FACE                                                                                                                                                                                                                                                                                         1200                      6/N16
 LENGTH OF TANK. REFER DRG                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GEOTECHNICAL ENGINEER).
                                                                                                                                                                                                                                                                                                            THICKEN SLAB
 18164/C10-C12 FOR DETAILS.
                                                                                                                                                                                                                                                                                                            LOCALLY AT PILE.
                                                                                                                                                                                                     300
                               THICKEN SLAB
                               LOCALLY AT PILE.
                                                                                                  SECTION                   A                                                                                                                                                                                                                                                                           SECTION                              B
                                                                                                     SCALE 1:20             C15                                                                                                                                                                                                  DRIVEN PILE                                                            SCALE 1:20                          C15
                                                                                                                                                                                                                                                                                                                                 BY OTHERS


                                                                                DRIVEN PILE
                                                                                BY OTHERS




                                                                                                                                                                                                                                                                                                                                                                                      SAFETY FENCE ALONG TOP OF
                                                                                                                                                                                                                                                                                                                                                                                      WALL.




                                                                                                                                                                                                                                                                                                                                                                 SAFETY FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                          INSTALL CIRCULAR TYPE D TRAFFICABLE LID AT TANK
                                                                                                                                                                                                                                                                                                                                                                                                                                          ACCESS POINTS.

                                                                                                                                                                                                                                                                                                                                                                                                                                                    PRE-CAST CONCRETE RISER.                     KERB. REFER DRGS
                                                                                                                                                                                                                                                    190                                                                                                                                             150




                                                                                                                                                                                                                                                                                                                                                                                MIN
                                                                                                                                                                                                                                                                                                                                                                                100
                                                                                                                                                                                                                                                                                                                                                                                                                                                    REFER MANUFACTURER'S                         18164/C10-C12 FOR TYPE AND
                                                                                                                                                                                                                                                   BLOCK                                                                                                                                          (TYP.)                                            SPECIFICATIONS.                              EXTENT.

                                                                                                                                                                                                                                                                                                                                                                                      2.0% MIN.                                                                  2.0% MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          INTERNAL PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WITH KERB.
                                                                                                                                                                                                      N12 AT 400 EACH WAY




                                                                                                                                                                                                                                                                                                                      BOUNDARY
                                                                                                                                                                                                      IN CENTRE
                                                                                                                                                                                                                                                    CLEAN
                                                                                                                                                                                                                                                   COARSE
                                                 20 DEEP X 20 WIDE TOOLED JOINT WITH                                                                                                                                                             GRANULAR
                                                                                                                  R20 DOWEL (H.D. GALV') x 600 LONG AT 200 CRS. COAT WITH
                                                 MASTIC SEALANT. PROVIDE BOND                                                                                                                                                                     BACKFILL                                                                                                                                                                                                                                                                                 CLEAN
                                                                                                                  BONDBREAKER FOR HALF LENGTH. ALL DOWELS TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                               REBATE
                                                 BREAKER TAPE.                                                    HORIZONTAL AND PERPENDICULAR TO THE JOINT.                                                                                                                                                                                                                                                                                                                                                                              COARSE




                                                                                                                                                                                                                                                                                                                                                                                                                                                20mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REFER SECTION A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GRANULAR
                                                                                                                                                                                                                                                                                                                                   300                                                                                                                                                                                                   BACKFILL




                                                                                                                                                                                                                                                                                                                250
                                                                                                                                                                                                                               N12 AT 400                  DETENTION TANK LID.
                                                                                                                                                                                                                               STARTER BAR                 REFER SECTION A.
                                                                                                                  REFER TYPICAL BLOCK
                                                                                                                  CONTROL JOINT DETAIL.                                                                TYPICAL SECTION - ALTERNATIVE                                                                                                                                                                                                                                                                                     REFER SECTION B


                                                                                                                                                                                                     BLOCKWORK OPTION FOR DROPPED EDGE                                                                                                                                                  4/N16x1500 LONG AT 150                                                                                    4/N16x1500 LONG AT 150
                                                                                                                                                                                                                                                                                                                                                                                        EXTRA OVER ALL BLOCK                                                                                      EXTRA OVER ALL BLOCK
                                                                                                                                                                                                                                         SCALE 1:20
                                                                                                                                                                                                                                                                                        SCOUR PROTECTION FOR FULL                                                                       COLUMNS.                                                                                                  COLUMNS.
                                                                                                                                                                                                                                                                                        LENGTH OF TANK. REFER DRG
                                                 20 DEEP X 20 WIDE TOOLED JOINT WITH                              R20 DOWEL (H.D. GALV') x 600 LONG AT 200 CRS.                                                                                                                         18164/C10-C12 FOR DETAILS.                                                                             REFER SECTION A                                                                                        REFER SECTION A
                                                 MASTIC SEALANT. PROVIDE BOND                                     COAT WITH BONDBREAKER FOR HALF LENGTH.
                                                 BREAKER TAPE.                                                    ALL DOWELS TO BE HORIZONTAL AND                                                                                                                                                                                                                                                                                                                                                                        REFER SECTION B
                                                                                                                  PERPENDICULAR TO THE JOINT.
                                                                                                                                                                                                                                                                                                                                                                                                                         TANK BASE RL 2.600



                                                                                                                                                                                                                                                                                            EXISTING RL 2.300



                                    TYPICAL SECTION - CONTROL JOINTS (C.J.) IN SLABS                                                                                                                                                                                                                                                                                                                                                                                                                            SF1. REFER SECTION B.
                                                                                              SCALE 1:20
                                                                                                                                                                                                                                                                                                            THICKEN SLAB
                                                                                                                                                                                                                                                                                                            LOCALLY AT PILE.
                                                                                                                                                                                                                                                                                                                                                                                      SECTION                           C
                                                                                                                                                                                                                                                                                                                                                                                          SCALE 1:20                  C15
                                                                                                                                                                                                                                                                                                                                 DRIVEN PILE
                                                                                                                                                                                                                                                                                                                                 BY OTHERS

  E                                                                                       28.10.21     P.D.
                                                                                                                                                                                                               Client                                                                                                                    P:        (07) 3369 8411                      Scales (at A1)                                     Project                                                                                Drawing title
                                                                                                                                                                                                                                                                                                                                                                                                  AS SHOWN
                                                                                                                                                                                                               TOMCO (NO.2087) PTY LTD                                                                                                   F:        (07) 3369 1893                                                                          PROPOSED MIXED USE DEVELOPMENT                                                        DETENTION TANK DETAILS - SHEET 2
  D                                                                                       27.08.21     P.D.
                                                                                                                                                                                                                                                                                                                                         E : [email protected]                      Designed             Checked
                                                                                                                                                                                                                                                                                                                                                                                               YT                  HM
  C                                                                                       17.09.19      DH                                                                                                                                                                                                                                © Morgan Consulting Engineers
                                                                                                                                                                                                                                                                                                                                                                                       Drawn                Date                          Address
                                                                                                                                                                                                                                                                                                                                          This drawing is not to be copied,
  B                                                                                       30.07.19      NL             G                                                                  20.06.22   P.D.
                                                                                                                                                                                                                                                                                                                                          retained or used without the
                                                                                                                                                                                                                                                                                                                                          permission of the copyright holder.
                                                                                                                                                                                                                                                                                                                                                                                               NL              JUN 19                      215 DAVID LOW WAY, PEREGIAN
                                                                                                                                                                                                                                                                                                                                                                                       Authorised                                                                                                                                Drawing No                                           Revision Code
  A                                                                                       28.06.19      NL             F                                                                  08.03.22    DH
                                                                                                                                                                                                                                                                                 1 GREAT GEORGE STREET
CODE                                            REVISION                                  DATE          BY       CODE                             REVISION                                DATE        BY                                                                         PADDINGTON Q LD 4 0 6 4                                                                               RPEQ                                                                                                                                                            18164 /C16                         G
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