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A6107 Lot9 Stormwater Management Plan (RevB) June 2022 · OPW22/0166

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Original PDF page 13, section 4. The text section number identifies this passage in the reader.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9.0
                                                                                                                                                                                                                                                                                                                                                                        43




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FLO NC 3m W
                                                                                                                                                                                                                                                                                3




                                                                                                                                                              X          > >
                                                                                                                                                                                                                         12




                                                                                                                                                                                                                                                                                                                                                                     9.                                                                                                                                                                                                                                                 EXISTING ELECTRICAL RETICULATION
                                                                                                                                                                                                                                                                              .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WE Q1
  PRIOR TO COMMENCEMENT OF CLEARING WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                               X
                                                                                                                                                                                                                                                                                                                                                                                                           ||
                                                                                                                                                                                                                                                                           11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RL
  PROVIDE SIGNAGE AT 50m SPACINGS " ECOLOGICAL                                                                                                                     X                                                                                                          > >                                                                                                                                                                                                                                                                                                                                                                                                  ALL BATTER GRADIENTS
                                                                                                                                                                                                                                                                                                                                                                                                          ||




                                                                                                                                                                  X                                                                                                                                                                                                                                                                                                                                                                                                                         T                           EXISTING TELSTRA RETICULATION

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OV MER OSED
                                                                                                                                                                                                                                                                                                             3




                                                                                                                                                                                                                                                                                                                                        55




                                                                                                                                                                                                                                                                                                                                                                                                      ||
                                                                                                                                                                                                                                                                                                         .0




  RESTORATION AREA - NO ACCESS                                                                                                                                        X
                                                                                                                                                                                                                                                                                                                                                                    43




                                                                                                                                                            E                                                                                                                                                                                                                                                   45                                                                                                                                                                                                                                                                 TO BE CONFIRMED BY
                                                                                                                                                                                                                                                                                                                                     9.
                                                                                                                                                                                                                                                                                                     10




                                                                                                                                                                                                                                                                                                                                                             | | | | | | | | | | | | |
                                                                                                                                                                                                                                                                                 3




                                                                                                                                                                                                                                                                                                                                                                                                              9.
                                                                                                                                                                                                                                                                                                                                                                 9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                      |
                                                                                                                                                                                                                                                                                .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ER GE
                                                                                                                                                                                                                                                      2




                                                                                                                                                                                                                                                                                                                                             | |
                                                                                                                                                                      X
                                                                                                                                                                                                                                                     .8




                                                                                                                                                                                                                                                                                                                                         | |
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E OP
                                                                                                                                                                                                                                                                            11




                                                                                                                                                                                                                                                                                                                                                                                                                     X




                                                                                                                                                                                                                                                                                                                               | | |                                                                  X
                                                                                                                                                                                                                                                 11




                                                                                                                                                                          X                                                                                                      X                       X                                             X                       X                                                                                                                                                                                                                                                                                                   GEOTECHNICAL ENGINEER
                                                                                                                                                                                                                                                                                                                                                                                                                   98




                                                                                                                                                                                                                                                                                                                           |


                                                                                                                                                                                                                                                                                                                                XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W                           EXISTING WATER RETICULATION
                                                                                                                                                         SP195871         X
                                                                                                                                                                                                                                                                                                                                                                                                                   5.




                                                                                                                                                                                                                                                                                 X                       X                                             X                       X                      X
                                                                                                                                                                                                                                                                                                                                                                                             ESC03




                  ALL WORKS IN PROXIMITY OF RETAINED
                                                                                                                                                                                                                                                                                                                                                                               S1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S                         EXISTING SEWER RETICULATION
                  TREES TO BE CARRIED OUT IN STRICT                                                                                       PROPOSED SWALE TO DIVERT
                  ACCORDANCE WITH ARBORISTS DIRECTIONS                                                                                    SURFACE RUNOFF TO SEDIMENT                                                                                                                                                                                                                                                                                                                                                                                                                X                X                  PROPOSED SILT FENCE (INCLUDING 2.0m
                                                                                                                                          BASIN '1'        ROCK DAM @ 30m CTS.                                                                                                                                                                                                                                                                                                                                                                                                                                          WINGS AT 5.0m CENTRES)
                                                                                                                                                                                                                                                                    INCOMING STORMWATER PIPE TO STOP
                                                                                                                                                                                       REFER DETAIL DRG ESC02                                                       SHORT OF RIP. DISCHARGE TO SURFACE
                                                                                                                                                                                                                                                                    OF TEMPORARY BASIN DURING                                                                                                                                                                    INCOMING STORMWATER PIPE TO STOP                                                                                                                       ROCK DAM @ 30m CTS.
                                                                                                                                                                                                                                                                    CONSTRUCTION WORKS. NO                                                                                                                                                                       SHORT OF RIP. DISCHARGE TO SURFACE                                                                                                                     REFER DETAIL DRG ESC02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0       4          8            12       16       20m
                                                                                                                                                                                                                                                                    CONNECTION UNTIL APPROVED IN                                                                                                                                                                 OF TEMPORARY BASIN DURING
                                                                                                                                                                                                                                                                    WRITING BY ENGINEER                                                                                                                                                                          CONSTRUCTION WORKS. NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED PIT PROTECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONNECTION UNTIL APPROVED IN                                                                                                                                                                                                             SCALE 1:200 A1, 1:400 A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WRITING BY ENGINEER

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       PBL                                                                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                                                               DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                        Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                                                                                                                      Drawn: PBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                        A.B.N. 91 611 354 511                                                                                                                                                                                        EROSION AND SEDIMENT CONTROL
                                                                                                                                                                                FOR APPROVAL                                                           Date: JUNE 2021                                                                                                                                                                                  26 Memorial Avenue, Cotton Tree                                                       PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
                                                                                                                                                                                              NOT FOR CONSTRUCTION                                                                                                                                                                                                                                      PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                           Revision         Sheet
                                                                                                                                                                                                                                                  Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                                                                        Tel (07) 5475 4125 Fax (07) 5479 1607                                                 at SERENITY CLOSE, NOOSA                                                                                               DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      A6107/22/L9/ESC01                 A            1 of
                                                                                                                                                                                             STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                                                                                                                                        Email: [email protected]
  A     20/06/2022    ISSUE FOR APPROVAL                                                                                                             PBL            S.H.
                                                                                                                                                                                   .......................
                                                                                                                                                                                       DIRECTOR APPROVAL                                                   Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                        Web: http://www.alta.net.au                                                           for CAPE BOUVARD DEVELOPMENTS
 REV     DATE                                                             DESCRIPTION                                                                BY          CHKD                  RPEQ - 4784                                                             A1 SHEET SIZE                                                                                                                                                                                                                                                                               Council
                                                                                                                                                                                                                                                                                                             FILENAME : a6107-22-L9-ESC01.dwg - DATE : 20/6/22 - 12:46pm - XREF's: X-BASE; X-ARCH LOWER GROUND; X-ARCH UPPER GROUND; X-ARCH STG4B LANDSCAPE; X-ARCH STG4B LANDSCAPE LEVELS; X-ARCH STG4B LEVEL1; X-ARCH STG4B BASEMENT; X-SURVEY; X-LANDSCAPE LOWER;Ref:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X-LANDSCAPE UPPER; 2017008 landscape base; H-Approved-SH; H-Checked-SH

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