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

                                                                                                                                                                                                                                                                                                                                         JOINS PLAN 1856-SW11
     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




                                                                                                                                                                                                                                                                                                                         D
     OF THE PROPOSED WORKS PRIOR TO THE




                                                                                                                                                                                                                                                                                                                        RIV
     START OF ANY CONSTRUCTION. THE COST
                                                                                                                                                                                                                                                                                                                                 DN600




                                                                                                                                                                                                                                                                                                                          E
     OF ANY RECTIFICATION WORKS DUE TO                                                                                                                                                                             PROVIDE DN450 RCP
     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




                                                                                                                                                                                   EX
                                                                                                                                                                                     IST
                                                                                                                                                                                        ING
                                                                                                                                                                                           RO
                                                                                                                                                                                               AD
                                                                                                                                                                                                                                                              PROVIDE ROCK TO INLET
                                                                                                                                                                                                                                                              STRUCTURE 1/21 FOR
                                                                                                                                                                                                                                                              SCOUR PROTECTION



                                                                                                                                                                                                                          DN375

                                                                                                                                                                                                                          DN375
                                                                      PROVIDE CHILD PROOF SAFTEY
                                                                                                                                                                                                                                                                                AD
                                                                    GRILL WITH HORIZONTAL SPACING                                                                                                                                                                        G   RO
                                                                                                                                                                                                                                                                     TIN




                                                                                                                                                                                                                                         5
                                                                                                                                                    00
                                                                                                                                                                                                                                                              EXIS
                                                                             NOT EXCEEDING 150mm




                                                                                                                                                                                                                                            37
       EXISTING                                                                                                                            DN9




                                                                                                                                                                                                                                         DN
       NOOSA CIVIC                                                                                                                                                                            DN
                                                                                                                                                                     DN750




                                                                                                                                                                                                45
                                                                                                                                                                                                      0
                                                             FOR STRUCTURE 1/19 OUTLET
                                                          DETAIL REFER TO PLAN 1856-SW30
                                                                                                                                                                                                                                                                                                                                                                                         -
                                                                                                                                                                                                                                                                                                                                                                        NOOSA COUNCIL
                                                                                                                                                                             D




                                                                                                                                                                                                                                                                                                                                                                        APPROVED PLAN
                                                                                                                                                                             N
                                                                                                                                                                              75




                                                                                                                                                                                                                                             FOR ROAD C BIORETENTION BASIN
                                                                                                                                                                                   0




                                                                                                                                                                                                                                             REFER TO PLAN 1856-SW23
                                                                                                                                                                                                                                                                                                                                                                     OPW20/0145 17 DEC 2020
                                                                                                                                                                                              DN




                                                                                                                                                                                                                                                                                                                                                          AY DRIVE
                                                                                                                                                                                                 75




                                                                                                                                                                                                                            0
                                                                                                                                                                                                0




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




                                                                                                                                                                                                                                                                                                                                                               H
                                                                                                                                                                                                          DN750
                                                                                    LOT 3                                                                                                                                                 INLET INVERT LEVEL




                                                                                                                                                                                                                                                                                                                                                        WALTER
                                                                                    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                                                                SCALE                                                        APPROVED                                                                                                                                                                                   1856
 A    19-02-20    FOR APPROVAL                                      MM      CL
 B    24-08-20    REVISED STORMWATER ALIGNMENT                      MM      CL   DATUM               AHD                                                                                                                                                                                                                                                                                     SHEET:   10   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   REVISED AS PER COUNCIL RFI [29/09/20]             DTB    DTB   DESIGN CHECK        CL                                                                                                     (RPEQ 19358)                                   e [email protected] w www.barlowshelley.com.au                                                                           SW10                   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