1856-SW01_30_D Stormwater plans · OPW20/0145

                                                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                22        21
                                                                                                                                                                                                            2A
                                                                                                                                                                                                                           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
 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
                                                                                                                                          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                   D
                                                                                                   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