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A6643-21-P01 [-] Site Specific Stormwater Management Plan

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S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BY GEOFABRICS
                                                                                                                                                                                                                                                                          9.5
                                                                                                                               12 . 0




                                                                                                                                                                                                                                          10 . 0




                                                                                                                                                                                                                                                                                                                                                                                                                      Conduit.
                                                                                                                                                                                                                                                                                                                9. 0




                                                                                                                                                                                                                                                                                                                                                                             REFER DETAIL BELOW
                                                                                                                                                                                                                10 . 5




                                                                                                                                                                                                                                                                                                                                                      8. 5



                                                                                                                                                                                                                                                                                                                                                                                                                   Assumed Sewer
                                                                                   12 . 5
                                                                                  12 . 5
                                                                                   E/OH




                                                                                                                                                                                                                                                                                                                                                                                                                  House Connection
                                                                                                                                                                                                                                                                                                                         9                                                                                                                                                                                                                                                                 N.S.L.                                                                                                                                                                                                                                                                             N.S.L.
                                                                                                                                                                                                                                                                                                                       P9313                                                                                                                                                                         N.S.L.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     200 MIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    200 MIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      POSTS AT 3m CENTRES WITH WIRE
                                                                                                                 T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SECTION                                                                          MESH BACKING or 2m WITHOUT. ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      POSTS DRIVEN 600mm INTO GROUND.
                                                                                    E/OH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PERIMETER SILT FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE 1:50

                                                                                             NOTE:                                                                                                                                                                                                        LAYOUT PLAN                                                                                                                                                                                                                             SEDIMENT FENCES SHALL BE CONSTRUCTED WITH
                                                                                             ALL SURFACE STORMWATER FROM LOT 10 SHALL BE DIRECTED                                                                                                                                                          SCALE 1:100 A1, 1:200 A3                                                                                                                                                                                                               RETURNS AT INTERVALS IN ACCORDANCE WITH
               RP DESCRIPTION                                                                TO THE STORMWATER INFILTRATION PIT. NO DISCHARGE IS
                                                                                                                                                                                                                                                                                                                                                                                                            NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  "IECA BEST PRACTICE EROSION CONTROL MANUAL".
                                                                                                                                                                                                                                                                                                                                                                                                            1. FOR DOWN PIPE LOCATIONS REFER HYDRAULIC DRAWINGS.
                                                                                             PERMITTED TO ADJOINING ALLOTMENTS. DETAIL DESIGN OF THE
                                                                                                                                                                                                                                                                                                                                                                                                            2. FOR LOCATION OF TURF AND PLANTING DETAILS REFER
                  Lot 10 on P9313                                                            STORMWATER SYSTEM SHALL BE UNDERTAKEN BY REGISTERED
                                                                                                                                                                                                                                                                                                                                                                                                                LANDSCAPE DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0                              2                                                                                4                                       6                              8                  10 Meters
                                                                                             PLUMBER / HYDRAULIC CONSULTANT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    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:
                                                                                                                                                                                                                                                                                                                                                                   ALTA PROJECTS
                                                                                                                                                                                                                            Drawn: PBL
                                                                                                                                                                                                                                                                                                                                                                   A.B.N. 611355330                                                                                                                                                                                     SITE SPECIFIC STORMWATER MANAGEMENT PLAN
                                                                                                                                             PRELIMINARY                                                                     Date: AUG 2021                                                                                                                        26 Memorial Avenue, Cotton Tree               PROPOSED NEW RESIDENCE
                                                                                                                                                                              NOT FOR CONSTRUCTION                                                                                                                                                                 PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                                                                                                                                                                                                                  Revision                                          Sheet
                                                                                                                                                                                                                         Checked:. . . M.B.
                                                                                                                                                                                                                                                                                                                                                                   Tel (07) 5475 4125 Fax (07) 5479 1607         at 34 PLOVER ST, PEREGIAN BEACH QLD                                                                                                                    DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    A6643/21/P01                                                                                                                                                                                                                     1 of 1
                                                                                                                                                                                                                                       ........                                                                                                                    Email: [email protected]
                                                                                                                                             .......................
                                                                                                                                                 DIRECTOR APPROVAL                                                                Datum AHD
                                                                                                                                                                                                                                                                                                                                                                   Web: http://www.alta.net.au                   for NICK AND KATIE JORSE
 REV   DATE                            DESCRIPTION                                           BY                    CHKD                          RPEQ - 8750                                                                      A1 SHEET SIZE                 FILENAME : A6643-21-P01.dwg - DATE : 24/8/21 - 4:19pm - XREF's: X-Base; X-Survey; X-ARCH                                                                                                                                       Council Ref:
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