Approved Plans 3 of 4 Stormwater OPW20-0145 · OPW20/0145

                                                                                                                                                                                                                                                                                                                                                                              JOINS PLAN 1856-SW08
                                                          -                                                                                                                                                                                                                                              EXISTING NOOSA CIVIC
                                                                                                                                                                                                             LOT 19
         NOOSA COUNCIL
         APPROVED PLAN
     OPW20/0145 17 DEC 2020                                                                                                                                                                                              TO EACH LOT (TYP)

      As annotated by Council                                                                                                                                                                                                                    LOT 18




                                                                                                                                                                                                                                                           PE
                                                                                                                                                                                                                        1.5
                                                                                                                                                                                                                           m




                                                                                                                                                                                                                                                         PI
                                                                                                                                                                                                                                                   OM
                                                                                                                                                                                                                                                 FR
                                                                                                                                                                                                         m
                                                                                                                                                                                                   1.5




                                                                                                                                                                                                                                              ET
                                                                                                                                                                                                                                           FS
                                                                                                                                                                                                                                                                                               LOT 17




                                                                                                                                                                                                                                         OF
                                                                                                                                                                                                                                         N




                                                                                                                                                                                                                                                                                                                                                                                                                                   JOINS PLAN 1856-SW06
                                                                                                                                                                                                                                       MI
                                                                                                                                                                                                                                   2m
                                                                                                                                                                                            FH




                                                                                                                                                                                                                                                                         TO EACH LOT (TYP)


                                                                                                                                                                                                                                                                    1.5
                                                                                                                                                                                                                                                                       m
                                                                                                                                                                                                                               H
                                                                                                                                                                                                                                   O
                                                                                                                                                                                                                                       FM




                                                                                                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                         MI
                                                                                                                                                                                                                                                                                                                      TO EACH LOT (TYP)




                                                                                                                                                                                                                                         2m
                                                                                                                                                                                                                                            AN




                                                                                                                                                                                                                                                                                         T
                                                                                                                                                                                                                                                                                      EM
                                                                                                                                                                                                                                                 N




                                                                                                                                                                                                                                                                                   SW
                                                                                                                                                                                                                                                     D                                                                                             FOR HOFMANN DRIVE BIORETENTION
                                                                                                                                                                                                                                                         R




                                                                                                                                                                                                                                                                                 4m
                                                                                                                                                                                                                                                             IV                                                                                    BASIN REFER TO PLAN 1856-SW22
                                                                                                                                                                                                                                                               E

                                                                                                                                                                                                                                                                                                                                                     FOR STRUCTURE OUTLET DETAIL
                                                                                                                                                                                                                                                                                                                                                     REFER TO PLAN 1856-SW29
                                                                                                                                                                                                                                                                                                              2m
                                                                                                                                                                                          UNIT
                                                                                                                                                                                          COMPLEX




                                                                                                                                                                                                                                                                                   2m
                                                                                                                                                                                                                                                                    FH
                                                                                                                                                                                                                                                                                                                                                                                                  LOT 3
                                                                                                                                                                                                                                                                                                                                                                                                  4.004 Ha
                                                                                                                                                                                                                                                                                                                                                DN
                                                                                                                                                                                                                                                                                                                                                  60
                                                                                                                                                                                                                                                                                                                                                     0




                                                                                                                                                                                                                                          EXISTING BOX                                                           75
                                                                                                                                                                                                                                                                                                          D N3
                                                                                                                                                                                                                                       CULVERT & GULLY                                         00
                                                                                                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                        DN




                                                                                                                                                                                                                                                                                                          DN
                                                                                                                                                                                                                                                                                                    FH




                                                                                                                                                                                                                                                                                                             75
                                                                                                                                                                                                                           FOR STRUCTURE 1/5 OUTLET




                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                      DETAIL REFER TO PLAN 1856-SW28

                                                                                                                                                                                                                                                                                                                          75                LOT 4
                                                                                                                                                                                                                                 FOR BIO BASIN DETAILS                                                                D N3
                                                                                                                                                                                                                               REFER TO PLAN 1856-SW22

        ATTENTION: STORMWATER PIPES
        ALL STORMWATER PIPES ARE TO BE
        REINFORCED CONCRETE PIPES (RCP)




                                                                                                                                                                                                                                                                                                                               D
        WITH RRJ JOINTS UP TO DN750 THERE




                                                                                                                                                                                                                                                                                                                                N
                                                                                                                                                                                                                                                                                                                                 75
        AFTER TO BE FLUSH JOINT (FJ)
                                                                                                                                                                                                                                                                                                                                                                       LOT 5




                                                                                                                                                                                                                                                                                                                                    0
        ATTENTION:
        IT IS THE CONTRACTORS RESPONSIBILITY
        TO NOTIFY THE ADJACENT PROPERTY                                                                                                                                                                                                                                                                                                                                                                  LOT 6
        OWNERS PRIOR TO ANY WORKS




                                                                                                                                                                                                                                                                                                                                                       75
        COMMENCING ONSITE




                                                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                     DN
        CAUTION:                                                                                                                                                                                                                                                                                                                                            DN
                                                                                                                                                                                                                                                                                                                                                              60
        EXISTING SERVICES THE CONTRACTOR IS                                                                                                                                                                                                                                                                                                                     0
        TO DETERMINE THE EXACT LOCATION OF




                                                                                                                                                                                                                                                                                                                                                 5
        ALL EXISTING SERVICES IN THE VICINITY                                                                                                                                                                                                                                                              LOT 15




                                                                                                                                                                                                                                                                                                                                               37




                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                             DN




                                                                                                                                                                                                                                                                                                                                                                                         37
        OF THE PROPOSED WORKS PRIOR TO THE




                                                                                                                                                                                                                                                                                                                                              DN
                                                                                                                                                                                                                                                                                                                                                                                  600




                                                                                                                                                                                                                                                                                                                                                                                        N
        START OF ANY CONSTRUCTION. THE COST




                                                                                                                                                                                                                                                                                                                                                                         5




                                                                                                                                                                                                                                                                                                                                                                                        D
                                                                                                                                                                                                                                                                                                                                                                                               DN525
                                                                                                                                                                                                                                                                                                                                                                                                             DN525




                                                                                                                                                                                                                                                                                                                                                                      37
        OF ANY RECTIFICATION WORKS DUE TO




                                                                                                                                                                                                                                                                                                                                                                    DN
        DAMAGE TO EXISTING SERVICES SHALL BE




                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                              N
        BORNE BY THE CONTRACTOR.




                                                                                                                                                                                                                                                                                                                                               37
                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                           JOINS PLAN 1856-SW06
                                                                                                                                                                                                                                                                                                                           PROJECT:                                                                                  JOB NUMBER
REV DATE DESCRIPTION                                           BY    CHKD                                                           SCALE                                                         APPROVED                                                                                                                                                                                                              1856
 A    19-02-20    FOR APPROVAL                                 MM     CL
 B    24-08-20    REVISED STORMWATER ALIGNMENT                 MM     CL    DATUM           AHD                                                                                                                                                                                                                                                                                                                SHEET:   7   OF    30
                                                                                                       0             10              20             30              40              50m
 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
 F   10-12-2020   AMENDED LINE 24 BIO BASIN MINOR CHANGES      DTB    DTB   DESIGN CHECK    CL                                                                                                     (RPEQ 19358)                                               e [email protected] w www.barlowshelley.com.au                                                                                          SW07                       F
                                                                                                      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