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Approved Plan MCU17-0565 & OPW17-0599 · MCU17/0565

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              NOOSA COUNCIL
              APPROVED PLAN
           MCU17/0565 & OPW17/0599
                 17 MAY 2018




                                                                                                                          W
                                                                                                                                                             REFER TO H03 FOR
                                                                                                                                                             CONTINUATION




                                                                                                                                                                                                                                         [email protected]%




                                                                                                                      W
                                                                                                                                                                                                                                                                       IOS




                                                                                                        AD
                                                                                                                                                                                                                                         [email protected]%
                                                                                                                                                                                                                                    DP                     DP
                                                                                                                                                                                                                                                                        DP




                                                                                                  DGE RO
                                                                                                                                                                                                                                         [email protected]%
                                                                                                                                                                                                                                                                             ORG
                                                                                                                                                                                                                                         [email protected]%




                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                T




                                                                                                                  W
                                                                                                PARKE
                                                                                                                                                                                                                                                    UNIT 2
                                                                                                                                                                                                                                                                                                                                                  ORG NOTE:
                                                                                                                                                                                                                                                                                                                                                  GRATE LEVEL OF OVERFLOW RELIEF GULLY SHALL
                                                                                                                                                                                        T                                                                                                                                                         BE A MINIMUM OF 150MM BELOW THE LOWEST




                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                  INTERNAL SEWER OUTLET AND A MINIMUM OF 75MM




                                                                                                                                                                                                                                                                                   [email protected]%
                                                                                                                                                                                                                                                                                   [email protected]%
                                                                                                                                                                                                                                                                                                                                                  ABOVE THE SURROUNDING LANDSCAPE UNLESS
                                                                                                                                                                                                                                                                                                                                                  INSTALLED IN A PATHWAY WHERE THE GRATE LEVEL
                                                                                                              W




                                                                                                                                                                                                                                                                                                                                                  CAN BE FINISHED AT A LEVEL SO AS NOT TO ALLOW
                                                                                                                                                                                                                                                                                                                                                  THE INGRESS OF SURFACE WATER




                                                                                                                                                                                               [email protected]%
                                                                                                                                                                                                                       UNIT 1




                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                        DP                                                                        NEW CONNECTION TO EXISTING
                                                                                                        eFH                                                                                                   DP       DP                DP                                                                                                       SEWER IN THIS APPROXIMATE
                                                                                                                                                                                                    ORG
                                                                                                                                                                                                                                                                                                                                                  LOCATION. NOTE - REFER TO CIVIL
                                                                                                                                                                                                                                                                                                                                                  ENGINEER'S DETAILS FOR NEW
                                                                                                                                                                                                                                                                                                                      IOS                         SEWER STUB PROVISION
                                                                                                                                                                                [email protected]%                                                            [email protected]%                              100Ø (FU = 50)
                                                                                                                                                                                [email protected]%                                                             [email protected]%                               150Ø                      IOS


                                                                                                                                                                                                                                                                                                    SWP
                                                                                                  W




                                                                                                                                          REFER TO H03 FOR                                                                                                                                                                                        SW DISCHARGE TO STREET KERB &
                                                                                                                                                                                                                                                                               S                                                                  CHANNEL VIA (2 x) 150 x 100
                                                                                                                                          CONTINUATION
                                                                                                                                                                                                                                                                                                                                                  GALVANISED STEEL SQUARE SECTIONS
                                                                                                                                                                                                                                                S


                                                                                                                                                                                                                   S




                                                                                                                                                                                                                               S T R E E T
                                                                                                                                                                                                               B       R Y A N




            GROUND FLOOR DRAINAGE SERVICES PLAN 1 : 100 @ A1                                                                                                                                                                                                                                                                       "BA/TENDER" ISSUE                                                               PO BOX 584 ASHMORE CITY QLD 4214
                                                                                                                                                                                                                                                                                                                                                                                                                   PHONE.07 5556 9688   FAX.07 5597 7836
                                                                                                                                                                                                                                                                                                                                                                                                                   MOBILE. 0400 881 702 AHSCA MEMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WEBSITE. www.hdsolutions.net.au


                                                                                                                                                                                                                                                                                                                                                                                                                   BSA NO.1150888 EMAIL. [email protected]

REVISION                                               ARCHITECT                                                              CLIENT                                                                                                                                                                                                    PROJECT                                                   TITLE
             A   26.02.18       BA/TENDER ISSUE   SR
                                                                   BUILDING DESIGN BY MICHAEL BROEREN                                  CRAVEN                                                                                                                                        DRAWN BY          LL             DESIGNED     SR             PROPOSED DUPLEX                                         GROUND FLOOR DRAINAGE                           JOB NO.                              17196
                                                                                                                                                                                                                                                                                     SCALE             AS SHOWN       CHECKED      SR             7 PARKEDGE ROAD,                                        SERVICES PLAN                                   SHEET NO.                       2 OF 9
                                                                                                                                                                                                                                                                                    DATE               27.02.18       SHEET SIZE   A1             SUNSHINE BEACH QLD 4567                                                                                 DRAWING NO.                            H02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REV.   A

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