Attachment 2 -1856-SW01_SW30

                                                                                                                                                                                                                                                                                                                                   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                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                         PROVIDE DN450 RCP                                                                                                DN60
     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
                                                                                                                                                                          FH
                                                                                                                                                                                                                                                                                                                                       CONFIRM EXISTING PIT LEVEL PRIOR TO WORKS
                                                                                                                                                                                                                                                                                                                                       COMMENCING & CONFIRM UPSTREAM IL

                               EXISTING                                                                                                                                                                                LOT 2
                               NOOSA CIVIC                                                                                                                                                                             9422m²




                                                                                                                                                                         EX
                                                                                                                                                                            IS TIN
                                                                                                                                                                                  GR
                                                                                                                                                                                    OA
                                                                                                                                                                                      D
                                                                                                                                                                                                                                                      PROVIDE ROCK TO INLET
                                                                                                                                                                                                                                                      STRUCTURE 1/21 FOR
                                                                                                                                                                                                                             1                        SCOUR PROTECTION

                                                                                                                                                                                                                            21
                                                                                                                                                                                                    2
                                                                                                                                                                                                                  DN375
                                                                                                                                                              3                                    22                                     3
                                                                                                                                                                                                                  DN375
                                                           PROVIDE CHILD PROOF SAFTEY                                                                        19                                                                          22                                D
                                                                                                                                                                                                                                                                       OA
                                                         GRILL WITH HORIZONTAL SPACING
                                                                                                                                                                                                                                                               IN   GR




                                                                                                                                                                                                                                  375
                                                                  NOT EXCEEDING 150mm
                                                                                                                                DN9
                                                                                                                                    00                                                         4                                                      EX   IST
      EXISTING




                                                                                                                                                                                                                                   DN
                                                                                                                                                                                    DN        19
      NOOSA CIVIC
                                                                                                                                                            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
                                                                                                                                                                                    DN




                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                        5




                                                                                                                                                                                                                                                                                                                                                    HAY DRIV
                                                                                                                                                                                      750




                                                                                                                                                                                                                   0
                                                                                                                                                                                                                       20
                                                                                                                                                                                                               75                  CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
                                                                                                                                                                                                             DN
                                                                                                                                                                                     3                                             GRADE INLET OF STORMWATER STRUCTURE
                                                                                                                                                                                               DN750                               5/20 (REFER TO LONGITUDINAL SECTION FOR
                                                                         LOT 3                                                                                                      20                             4




                                                                                                                                                                                                                                                                                                                                                  WALTER
                                                                                                                                                                                                                                   INLET INVERT LEVEL
                                                                                                                                                                                                                  20
                                                                         4.004 Ha
                                                                                                                                                                                                                                 PROVIDE CHILD PROOF SAFTEY
                                                                                                   FOR ROAD B TREE PIT DETAIL
                                                                                                                                                                                                                                 GRILL WITH HORIZONTAL SPACING
                                                                                                                                                                                                                                                                            LOT 7
                                                                                                PLAN REFER TO PLAN 1856-SW26
                                                                                                                                                                                                                                 NOT EXCEEDING 150mm                        2.963 Ha

                                                       JOINS PLAN 1856-SW09
                                                                                                                                                                                                                                                                                                               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:   10   OF   30
                                                                                                      0              10             20             30               40              50m
                                                                                                                                                                                                                                                                                                               FOR STOCKWELL PTY LTD
                                                                      DESIGN             MM                                                                                                     .................                                                                                                                                                                  DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                               DRAWING TITLE:
                                                                      DRAWN              MM                                                                                                 Director: CAMERON LANDRETH
                                                                                                                                 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 6 OF 8                                        SW10                   B
                                                                                          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