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SUPERSEDED Compiled Plans OPW20/0145.02

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                JOINS PLAN 1856-SW11
           FH



     ATTENTION: STORMWATER PIPES
     ALL STORMWATER PIPES ARE TO BE
     REINFORCED CONCRETE PIPES (RCP)
     WITH RRJ JOINTS UP TO DN750 THERE
     AFTER TO BE FLUSH JOINT (FJ)
                                                                                                                              EXISTING
     ATTENTION:                                                                                                               NOOSA CIVIC                                                                                                                                                                                                                LOT 25
     IT IS THE CONTRACTORS RESPONSIBILITY                                                                                                                                                                                                                                                                                                                1.497 Ha
     TO NOTIFY THE ADJACENT PROPERTY
     OWNERS PRIOR TO ANY WORKS
     COMMENCING ONSITE                                                                                                                                                                                             FH




                                                                                                                                                                                                                                                                                                                    WA
                                                                                         FH




                                                                                                                                                                                                                                                                                                                      LTE
     CAUTION:




                                                                                                                                                                                                                                                                                                                         RH
     EXISTING SERVICES THE CONTRACTOR IS
     TO DETERMINE THE EXACT LOCATION OF




                                                                                                                                                                                                                                                                                                                             AY
     ALL EXISTING SERVICES IN THE VICINITY




                                                                                                                                                                                                                                                                                                                              DR
     OF THE PROPOSED WORKS PRIOR TO THE




                                                                                                                                                                                                                                                                                                                                IVE
     START OF ANY CONSTRUCTION. THE COST
                                                                                                                                                                                                                    PROVIDE DN450 RCP                                                                                                   DN600
     OF ANY RECTIFICATION WORKS DUE TO
     DAMAGE TO EXISTING SERVICES SHALL BE                                                                                                                                                                           PIPE WITH DN600x900
     BORNE BY THE CONTRACTOR.                                                                                                                                                                                       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
                                                                                                                                                                                                                                                                                                                                                    CONFIRM EXISTING PIT LEVEL PRIOR TO WORKS
                                                                                                                                                                                    FH




                                                                                                                                                                                                                                                                                                                                                    COMMENCING & CONFIRM UPSTREAM IL

                                 EXISTING                                                                                                                                                                                         LOT 2
                                 NOOSA CIVIC                                                                                                                                                                                      9422m²




                                                                                                                                                                                    EX
                                                                                                                                                                                      IST
                                                                                                                                                                                         ING
                                                                                                                                                                                              RO
                                                                                                                                                                                                AD
                                                                                                                                                                                                                                                                     PROVIDE ROCK TO INLET
                                                                                                                                                                                                                                                                     STRUCTURE 1/21 FOR
                                                                                                                                                                                                                                            1                        SCOUR PROTECTION
                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                 22        21
                                                                                                                                                                                                              2A
                                                                                                                                                                                                                            DN375
                                                                                                                                                                          3                                   22                                         3
                                                                                                                                                                                                                            DN375
                                                                      PROVIDE CHILD PROOF SAFTEY                                                                         19                                                                             22                                D
                                                                                                                                                                                                                                                                                     OA
                                                                    GRILL WITH HORIZONTAL SPACING                                                                                                                                                                               GR
                                                                                                                                                                                                                                                                           TIN




                                                                                                                                                                                                                                                 375
                                                                                                                                                    00
                                                                                                                                                                                                                                                                     EXIS
                                                                             NOT EXCEEDING 150mm                                                                                                          4
       EXISTING                                                                                                                            DN9




                                                                                                                                                                                                                                                  DN
                                                                                                                                                                                                         19
       NOOSA CIVIC                                                                                                                                                                            DN
                                                                                                                                                                       DN750




                                                                                                                                                                                                   45
                                                                                                                                                                                                     0
                                                             FOR STRUCTURE 1/19 OUTLET
                                                          DETAIL REFER TO PLAN 1856-SW30
                                                                                                       1                                                                                                                                                      4
                                                                                                      19                                                           1                                                                                         22
                                                                                                                                                                  20
                                                                                                                                                                               D
                                                                                                                                                                               N
                                                                                                                                                                               75




                                                                                                                                                                                                                                                   FOR ROAD C BIORETENTION BASIN
                                                                                                                                                                                    0




                                                                                                                                                                                                                                                   REFER TO PLAN 1856-SW23

                                                                                                                                                                                          2
                                                                                                                                                                                         20
                                                                                                                                                                                                                                       5
                                                                                                                                                                                              DN




                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                                HAY DRIV
                                                                                                                                                                                               750




                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                      20
                                                                                                                                                                                                                            5                     CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
                                                                                                                                                                                                                        DN7
                                                                                                                                                                                               3                                                  GRADE INLET OF STORMWATER STRUCTURE

                                                                                                                                                                                                                                                                                                                                                                 NOOSA COUNCIL
                                                                                                                                                                                                          DN750                                   5/20 (REFER TO LONGITUDINAL SECTION FOR
                                                                                    LOT 3                                                                                                     20                             4
                                                                                                                                                                                                                                                  INLET INVERT LEVEL




                                                                                                                                                                                                                                                                                                                                                              WALTER
                                                                                                                                                                                                                            20
                                                                                    4.004 Ha
                                                                                                              FOR ROAD B TREE PIT DETAIL
                                                                                                                                                                                                                                                PROVIDE CHILD PROOF SAFTEY
                                                                                                                                                                                                                                                GRILL WITH HORIZONTAL SPACING
                                                                                                                                                                                                                                                                                           LOT 7                                                                 APPROVED PLAN
                                                                                                           PLAN REFER TO PLAN 1856-SW26
                                                                                                                                                                                                                                                NOT EXCEEDING 150mm                        2.963 Ha                                                          OPW20/0145.02 18 MAR 2021
                                                                  JOINS PLAN 1856-SW09
                                                                                                                                                                                                                                                                                                                             PROJECT:                                                               JOB NUMBER
REV DATE DESCRIPTION                                               BY     CHKD                                                                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:   10   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                                                                                                                                                                                    p 07 5443 8285
 F   10-12-2020   REVISED AS PER COUNCIL RFI [29/09/20]             DTB    DTB   DESIGN CHECK
                                                                                                                                            SCALE 1:1000 A3
                                                                                                                                                                                                              (RPEQ 19358)
                                                                                                                                                                                                                                                                                                 ABN 89 215 591 077
                                                                                                                                                                                                                                                                  e [email protected] w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                             STORMWATER LAYOUT PLAN 6 OF 8                                       SW10                   F
                                                                                                     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
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