Stormwater Management Plan -OPW (A) · OPW25/0042

12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               D
                      10               PROPOSED DRAINAGE NETWORK                                                                                                                                                                                                                                    8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    19.0                                                               100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FOLLOWING INTERVALS WITH ALL RESULTS SUBMITTED TO THE                                                                                                                                                                                  14
                         2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9.50                                                                  -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8
                                                                                                                                                                                                                                         1200w




                         A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SUPERINTENDENT FOR APPROVAL:-                                                                                                                                                                                                                                                            15                                                                                               17
                                                                                                                                                                                                                                                            D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.36                                                           50 - 100
                                                                                                                                                                                                                                                                                                                                              EXISTING Ø300 TO BE                                                                                                                                                                                                                                                                                                                                                                              10. SELECT PIPE BACKFILL:                                                                                                                                                                 0.60                                                              20 - 90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16
                                       DIRECTION OF MAJOR OVERLAND FLOW                                                                                                                                                                                                                    OUT                                                TAKEN UP                                                                                                                                                                                                                  0                                              5                                 10             15             20           25                                         11. - 1 TEST EACH DRAINAGE LINE
                                                                                                                                                                                                                                             x 450h




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.30                                                              10 - 60
                                                                                                                                                                                                                                                                                            1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.15                                                              0 - 25             1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EX
                                                                                                                                                                                                                                                                                                                       7                                                             EXISTING OUTLET TO BE                                                                                                                                                                                                                                                           7                                                                                                                                                                                                                                                                   0.075                                                             0 - 10
                                                                                                                                                                                                                                                                                                                                                                                     TAKEN UP                                                                                                                                                                                                                                             SCALE 1:250 (A1), 1:500 (A3)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BEDDING MATERIAL GRADING LIMITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D
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                                                                                                                                                                                                                          DRAINAGE 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-D01                                                                                                              A                           1 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-D01 DRAINAGE CHANNEL LAYOUT.dwg - DATE : 28/2/25 - 11:24am - XREF's: X-BASE; X-SURVEY; X-SURVEY water; X-ARCH 3 ground; X-SURVEY retained trees; X-ARCH 1 basement; X-ARCH 2 lower ground; X-ARCH 4 level01; H-Approved-SH; H-Checked-SH                                                                                                                                      Council Ref: