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Trusted by locals. Built for Noosa.

Council archive · source document

Civil Plans 215101-OPW-01-221103 · OPW23/0013

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SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FSL 107.00 +                                                                                           AS PER IPWEAQ STD DRGS DS-060 &
                                                                                                                                                                                                                                                                                                                                                                                                                                           106.78
                                                                                                                                                                                                                                                                                     E(
                                                                                                                                                                                                                                                                                7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2
                                                                                                                                                                                                                                                                                                                    TANK OR EQUIV. 3000L VOLUME
                                                                                                                                                                                                                                                                                      OH
                                                                                                                                                                                                                                                                      10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             + FSL 106.85
                                                                                                                                                                                                                                                                        6.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DS-061
                                                                                                                                                                                                                                                                                          )
                                                                                                                                                                                                          10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10
                                                                               106.32




                                                                                                                                                                                                                                                                            4
                                                                                                                                              10




                                                                                                                                                                                                                6.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.9
                                                                                                                                                                                                                                                                                                                               O/H Conn




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                 6 .39




                                                                                                                                                                                                                   3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SL 106.15 | IL 105.20 - TO MATCH EXIST.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .00
                                                                                                                                                                                       W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              125x75x3 RHS GALV RHS
                                                                                                                                                                                                                                                     O




                                                                                                                                                                                                                                                                                                  E(
                                                                                                                                                                                                                                                      rn




                                                                                                                                                                                                                                                                                                    OH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FSL 107.00 +
                                                                                                                                                                                                                                                         a
                                                                                                                            O




                                                                                                                                                                                                                                                                                                                                     106.69
                                                                                                                                                                                           Meter




                                                                                                                                                                                                                                                                                                             )




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1|4    450SQ. FIP RELN OR EQUIV.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                          106.82
                                                                                                                                rn
                                                                                  SW




                                                                                                                                                                                                   W
                                                                                                                                 a




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         KERB ADAPTERS & STORMWATER                          SL 106.85 | IL 106.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        % 1
                                                                                                                                                                                                                                                                                                                                                                                       10
                                                                                                                                                                                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      @1 2                                               DISCHARGE PIPES IN ACCORDANCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 107.07
                                                                                                                                                                                                                                                                                                                                                                                         6.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                                                                                                6.7
                                                                                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                           6
                                                                                                                                                                                                                                                                                                                                                                 8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8                                                                                                 2|4    450SQ. FIP RELN OR EQUIV.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                   106.23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SW
EXISTING KERB                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SN                                                      WITH IPWEAQ STD DRG RS-081
                                                                                                                                                                                                            106.56                                                   106.65
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C                                                    2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        uPV
                                                                                                                                                                                                                                                                                                          106.75
                                                                                                                                                                                                                                                                                                                                                                        106.86




                                                                                                                                                                                                                                                                                     + FSL 106.60                                                                                                                 + FSL 106.60                                                                                                                                                                                                                                                           MAX DISCHARGE 11L/S AT 5% AEP                       SL 106.55 | IL 106.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
ADAPTER                                                                                                                                                                                                                                                                                                                                                                                                                             + H 0.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SW                                  SW                 SW
                                                                                 SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6.9
                                                                                                                                                                                                          + FSL 106.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10
                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                               Hedge
                                                                                                                                                                                                                                                                                                                                                                                                                       FSL 106.85 + + FSL 107.40                                                                                                                                                       Ø1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      107




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7
                                                                                                                                                                                               6.5
                                                                          106.36 106.38 SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .00
                                                     106.23 106.24




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7




                                                                                                                                                                                                                                                                                                                                                                        106.90                                                                                                                                                                                                                                                            .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FSL 107.25 +
                                                                                                                                            10




                                                                                                                                                                                                   8




                                                                                                                                                                                                                                                                                                                                                                                               //                     106.82                        106.86
                                                                                                                                                                                                                106.58 +




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FSL 107.15 +
                                                                                                                                                                                                                                                                                          10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                //                                                                                                                                                                                                                                           + FSL 106.95
                                                                                                                                               6.4




                                                                                                                                                                                                       106.58




                                                                                                                                                                                                                                                                                                                                                                                                                                                             //                  //                               //
                                                                                                                                                                                                                                                                                                     106.75 +




                                                                                                                                                                                                                                                                                                                                                                                                                         106.82 +
                                                                                                                                                                                  W




                                                                                                                                                                                                                                                                                            6.                                                                                                                                                                                                                                         //                                  //
                                                                                                                                                   8




 EXISTING KERB                                                                                                                                                                                                                                                                                                                                                                                                                                                                          106.84                                                                                            //                              //


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            106.85 +
                                                                                                                                                                                                                                                                                     75                                                                                                                                                                                                                         GI Mesh Fence                          106.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        106.91                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             106.91 +
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              107.04



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 + H 0.3
                                                                                                                                                                                                                                                     1




                                                                                                                       10
 ADAPTER
                                                                                                                                     O




                                                                                                                                                                                                   10
                                                                                                                                            10
                                                                                                                                      rn




                                                                                                                         6.
                                                                                                                                                                                                      6.5
                                                                                                                                              6.5
                                                                                                                                        a




                                                                                                                           50
                                                                                                                                                                                                          8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.0m WIDE ROAD
                                                                                                                                                                                                                                                                                              BUILDING EAVES GUTTERS TO BE                                                                                                          EDGE RETAINING PROVIDED BY
                                                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           IN PRINCIPLE APPROVAL FOR                                                           RESUMPTION
                                                                                                                                                                                                                                                                                              SIZED FOR 1% AEP FLOWS                                                                                                                SLEEPER UNDER FENCE WHERE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BUILDING OVER SEWER HAS BEEN
                                                                                                                                                                                                                                                                                              TYPICAL. DISCHARGE ENTIRE                                                                                                             400mm OR LESS TYPICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OBTAINED FROM UNITYWATER
                                                                               SW




                                                                                                                                                                                                                                                                                              ROOF TO UNDERGROUND TANK
                                                                                                                                                                                 W




                                                                                                                                                                                                                               PROPOSED STORMWATER AND SITE LEVEL LAYOUT
                                                                                                                                                                                                                                SCALE 1:250 @ A3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       215101-OPW-01-221103.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCALE                                                                       APPROVAL                                          ISSUE DATE DESCRIPTION                                                      BY       CHKD     DRAWING DETAILS             PROJECT NUMBER
PROJECT                                                                                                                                                  CLIENT                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A 26-04-22 FOR APPROVAL                                                   DTB       DK
PROPOSED DUPLEXES                                                                                                                                       ROBYN KILDEY                                                                                                                                                                                                                                                                                     0             2.5                  5                      7.5            10                        12.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .................
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            B 03-11-22 RFI REVISIONS                                                  DK        DK  DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    215101
7 RUBY STREET COOROY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DANIEL KENNA                                                                                                                                     DRAWN            DK          SHEET     ISSUE
TITLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:250 A3                                                                               (RPEQ 15522)
PROPOSED STORMWATER AND SITE LEVEL LAYOUT PLAN
                                                                                                                                                                                                                                                                                                               e [email protected]           ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from                                                                                                                                           DRAWING STATUS                                                                                                                                   DESIGN CHECK     DK         C05         B
                                                                                                                                                                                                                                                                                                               a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                                                                                                                                                FOR APPROVAL                                                                                                                                           DATE           03-11-22

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