Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145

                                                                                                                                                                                                                                                                                                     LOT 23
                                                                                                                                                                                                                               FH                                                                    2.61Ha




                                                                            EXISTING
                                                                            NOOSA CIVIC                                                                                                                                                                 WA
                                                                                                                                                                                                                                                          LTE
                                                                                                                                                                                                                                                             RH
                                                                                                                                                                                                                                                                AY
                                                                                                                                                                                                                                                                     DR
                                                                                                                                                                                                                                                                       IVE

    EX
                       IST
                          IN
                            G                                                                                                        EXISTING
                                    RO
                                      AD
                                                                                                                                     NOOSA CIVIC

                                                                                                                CORE DRILL INTO EXISTING STORMWATER                                                                      FH

                                                                                                                 GULLY PIT & PROVIDE PIPE PENERTATION
                                                                                        FH
                                                                                                                    FOR DN450 RCP RRJ SW PIPE. GROUT
                                                                                                                             PENERTATION & MAKE GOOD
JOINS PLAN 1856-SW12




                                                                                                           EX
                                                                                                             IST                                                                                                              PROVIDE DN450 RCP                                                                                      DN600
                                                                                                                   IN
                                                                                                                      G                                                                                                       PIPE WITH DN600x900
                                                                                                                          RO
                                                                                                                            AD                                                                                                FIELD INLET PIT
                                                                                                                                                          FH                                                                  SL7.90                                                                                                                      CORE DRILL INTO EXISTING STORMWATER
                                                                                                                                                                                                                              IL7.10                                                                                                                      GULLY PIT & PROVIDE PIPE PENERTATION FOR
                                                                                                                                                                                                                                                                                                                                                          DN600 RCP RRJ SW PIPE. GROUT PENERTATION
                                                                                                                                                                                                                                                                                                                                                          & MAKE GOOD. GRADE AT 0.5%. CONTRACT TO
                                                                                                                                                                              FH
                                                                                                                                                                                                                                                                                                                                                          CONFIRM EXISTING PIT LEVEL PRIOR TO WORKS
                                                                                                                                                                                                                                         LOT 2                                                                                                            COMMENCING & CONFIRM UPSTREAM IL
                                                                                                                                                                                                                                         9422m²
                                              EXISTING
                                              NOOSA CIVIC




                                                                                                                                                                                                                                                                                                                                                                                                      JOINS PLAN 1856-SW10
                                                                                                                                                                                                                                                                                                                                         PROJECT:                                                                     JOB NUMBER
REV DATE DESCRIPTION                                                              BY    CHKD DRAWN
                                                                                                 I GDETAL
                                                                                                        IS                                                         SCALE                                                             APPROVED                                                                                            PROPOSED SUBDIVISION                                                              1856
          A              19-02-20   FOR APPROVAL                                   MM        CL                                                                                                                                                                                                                                          AT NOOSA CIVIC, WALTER HAY DRIVE
          B              24-08-20   REVISED STORMWATER ALIGNMENT                   MM        CL   DATUM                    AHD                                                                                                                                                                                                                                                                                    SHEET:   11   OF   30
                                                                                                                                      0              10             20             30              40              50m
                                                                                                                                                                                                                                                                                                                                         FOR STOCKWELL PTY LTD
          C
          D
                         21-09-20
                         16/10/20
                                    REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
                                    REVISED AS PER COUNCIL RFI [29/09/20]
                                                                                   MM
                                                                                   MM
                                                                                             CL
                                                                                             CL
                                                                                                  DESIGN                  MM                                                                                                        .................                                                                                                                                                             DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                         DRAWING TITLE:
                                                                                                  DRAWN                   MM                                                                                              Director: CAMERON LANDRETH
          E              26-11-20   REVISED AS PER COUNCIL RFI [5-11-20]           MM        CL                                                                  SCALE 1:1000 A3                                                                                             p 07 5443 8285                 ABN 89 215 591 077
                                                                                                  DESIGN CHECK                                                                                                                        (RPEQ 19358)                           e [email protected]  w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                         STORMWATER LAYOUT PLAN 7 OF 8                                             SW11                   E
                                                                                                                           CL
                                                                                                                                     This drawing is not to be copied or amended without written permission from                                                             a PO Box 899, Maroochydore,4558
                                                                                                  DATE                    13-09-19   Barlow Shelley Consulting Engineers