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Civil Engineering plans · OPW25/0042

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Original PDF page 16, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                              RL
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                                                                                                                                                                                                                                                                      1
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                                                                                                                                                                                                                                                                                     4 .0
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.0%
                                                                                                                              8.6%                                                                                                                                                                                                                                                                                                                                                                                          ALL ROOFWATER TO BE PIPED


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                                                                                                                                                                                                                                  | | | | | | | | | | | |                                    |
                                                                                                           .51




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                                                                                                                         13                                   13.0                              |
                                                                                                                                                                                                    | |   |
                                                                                                                                                                                                                                              13.0                                                                                                                                                                                                                                                   RWHT




                                                                                                                                                                                            |
                                                                                                                                                                                                                                                                                            13                                                                                                                                                                                                       RAINWATER HARVESTING




                                                                                                                                                                                       |
                                S                                                                                                                                                  |




                                                                                                                                                                               |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TANK 300m3 (MIN)



                                                                                                                                                                              |
                                                                                        D




                                                                                                                                                                              |
                                                                                                                                                                                                                                                            12.5


                                                                                                                                                                          |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CAPACITY TO HYDRAULIC

                                                                                                                                                                      |
                                                                                                                                                                                                                                                                                                                                                                                                                                        12
    S

                                                                                                                                                                  |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SUMP WITH ACCESS LID OVER
                                                                                                                                                              ||
                                                                                                                                                      | |
                                                                                                                                                            |                                                                                                                                                                                                                                                                                                                                        CONSULTANTS DETAILS
                                                                                                                                                                                                                                                                12.0PROPOSED BIORETENTION BASIN '1';
                                                                   S




                                                                                                                                                          |




                                                                                                                                                                                                                                                                                                                                                                              PROPOSED DRAINAGE NETWORK TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  11
                                                                                                                                                    | | |



                                                                                                                                                                                                                                                                    REFER WQ01 FOR DETAILS                                                                                    OUTLET <Q3MONTH FLOWS TO
                                                                                                                       12.5
                                                                                                                                               |




                                                                                                                                                                                                                                                           11.5                                                                                                               SURFACE OF SWALE.
                                                                                                                                          | | |
                                              13



                                                                                                D




                                                                                                                                         |
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10
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                                                                                                                                                                                                                           20
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                                                                                                                                    | || |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED DRAINAGE >3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         85
                                                                                                                                                                                                                                                                                                                                                                                                               BIO BA                                                     20m2 GEOFABRIC LINED FOREBAY
                                                                                                                                                                                                                                                                                                                                                                                                                       SIN                                                                                                                                                                                                          MONTH ARI FLOWS TO BE
                                                                                                                                          | |
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                                                                                                                                                                                                                                                                                                                                                                                                                      5                                                                                                                                                                                                             PIPED DIRECTLY TO RIC
                                                                                                                                                | |




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                                                                                                                                                                                                                RL                                                                          RIC1                                                                                           PROPOSED ROCK GABION                                                           Ex                                                                         Ex
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                                                                                                                                                                                                              Ex
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                                                                                                                                                                                                                                                                                                                                                                                           RETAINING WALL. TOP OF
                                                                                                                                                                                            5                                                                                               PROPOSED RAPID INFILTRATION CULVERT
                                                                                                                                                                                   10.                                                                                                      14x 1500w x 1200h x 2400 LONG RCBC
                                                                                                                                                                                                                                                                                                                                                                                           WALL RL 11.20.
                                                                                                                                                                                                                                                                                                                                                                                                                                            9                                                                EMERGENCY OVERFLOW VIA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ROCK GABION WEIR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EN .95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RG RL10
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EM IR
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                                                                                                                                                                                            10.0                                                                                                                                                                                                                                                                                                                                                                      WI OW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  17 RFL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OV
                                                                                                                                       D




                                                                                                                                                                                                                                                                                                                                                                                                          PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                           PRIVATE OPEN SPACE                                                                                                                                                                                                                                                                          S
                                                                                                                S




                                                                                                                                                                                                                                                                                                                                                                           CONSERVATION PROTECTION                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                           WATERWAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                            D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S

                                                                                                                                                                      S                                       9                   S                                                              S                                 S                                S                                 S                                S                                 S                                   S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOTE: ALL WORKS TO BE                                                                                                                            EXISTING CONCRETE FOOTPATH
                                                                                                                                                                                   D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             UNDERTAKEN UNDER STRICT
                                                                                                                                                                                                                                         8                                                                                                                                                                                                                                   GUIDEANCE OF ARBORIST

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0         2           4          6               8    10

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                    D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SCALE 1:100 (A1), 1:200 (A3)

  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                                                                                                                                                                                                                       RAPID INFILTRATION CULVERT 'RIC' LAYOUT
                                                                                                                         FOR APPROVAL                                                                               Date: AUG 2022                                                                                                                                                          26 Memorial Avenue, Cotton Tree                                 PROPOSED HOTEL
                                                                                                                                  NOT FOR CONSTRUCTION                                                                                                                                                                                                                                      PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                                Revision          Sheet
                                                                                                                                                                                                              Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                            Tel (07) 5475 4125 Fax (07) 5479 1607                           at 3-7 SERENITY CLOSE, NOOSA HEADS                                                                                                                                          DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         A6769-24-D09                                 A     9 of
                                                                                                                              STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                                                                            Email: [email protected]
    A    27/02/2025   ISSUE FOR APPROVAL                                                             PL       S.H.
                                                                                                                          .......................
                                                                                                                              DIRECTOR APPROVAL                                                                       Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                            Web: http://www.alta.net.au                                     for CALILE MALOUF INVESTMENTS
   REV    DATE                                   DESCRIPTION                                         BY       CHKD            RPEQ - 4784                                                                              A1 SHEET SIZE                                                        FILENAME : a6769-24-D09 RIC LAYOUT.dwg - DATE : 28/2/25 - 11:24am - XREF's: X-BASE; X-SURVEY; X-SURVEY water; X-ARCH 3 ground; X-ARCH 1 basement; X-ARCH 2 lower ground; X-ARCH 4 level01; X-SURVEY retained trees; H-Approved-SH; H-Checked-SH          Council Ref:

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