1856-S01_S18

                                                                                                                                                                                                                                                                   10

 JOINS PLAN 1856-S11




                                                       5
                                                                                                                                                                                                                PROVIDE LAUNCH PIT ON THIS SIDE OF
                                                                                                                                                                                                                WALTER HAY DRIVE & DRIVE ACCROSS
                                                                                                                                                                                                                TO EASEMENT ON NOOSA CIVIC SIDE




                                                                                                                                                                      FH




                                                                                                                                                                                                                                                                                           LOT 23
                                                                                                                                                                                                                                                                                           2.61Ha

      ATTENTION: UNITYWATER PRIVATE WORKS




                                                                                                                                                                                                    21
UNITYWATER TO SUPERVISE CONTRACTORS LIVE                                                                       PROVIDE DIRECTIONAL DRILLING




                                                                                                                                                                                                SDR
WORKS CONNECTION TO EXISTING SEWER IN THE                                                                    FOR FUTURE LOT 23 SEWER RISING
                         FOLLOWING STEPS:                                                                       MAIN. REFER TO PLAN 1856-S17




                                                                                                                                                                                       ER PE100
              1. REMOVE EXISTING POO PIT
   2. PROVIDE NEW SMART STREAM POO WITH




                                                                                                                                                                                         PIPE
                                  JUNCTION




                                                                                                                                                                                         0
                                                                                                                                                                                ENV OD25
 3. PROVIDE END PLUG TILL ON MAINTENANCE
                               INSPECTION.




                                                                                                                                                                                   OLP
          4. REMOVE AFTER SUCCESSFUL ON




                                                                                                                                                                                 NEW
                   MAINTENANCE INSPECTION.
                                                                                EXISTING NOOSA CIVIC                                                   11
                                                                                SHOPPING PRECINCT                                                      3                                      MANHOLE FOR NEW CROSS ROAD




                                                                                                                                                                           50
                                                                                                                                                                                              LOT 23 DEVELOPMENT
                                                                                                                                                                                                                                         W




                                                                                                                                                                          DN1
                                                                                                                                                                                                                                             AL




                                                                                                                                                                                                                           110
                                                                                                                                                               FH

                                                                                                                                                                                                                                               TE


                                                                                                                                                                    NEW
                                  EX                                 11                                                                        1.4m                                                                                              R
                                    IS                          FH

                                                                     1             NE
                                                                                                                                                                                                                                                     HA
                                      TIN                                              W
                                                                                           DN
                                                  G                                          15                                                                            HB11                                                                         Y
                                                                                                0
                                                      RO                                                                                                                        1                                                                            D
                                                           AD                                                                                                       0.8                                                                                       RI
                                                                                                                                                                         4m                                                         10                           VE
                                                                                                                                                       0




                                                                                                                                                                                                                                   10
                                                                                                                                                    15
                                                                                                                                                  N
                                                                                                                                                D
                                                                                                                                           EW




              LEGEND - NEW FEATURES
                                                                                                                                          N




                                                                NEW DN225 uPVC SN8 SEWER                                                         11
                                                                                                                                                 2




                                                                                                                                                                                                                                               10
                                                                NEW DN150 uPVC SN8 SEWER               FH




                                                                NEW OD250 SEWER RISING MAIN                                                                HCB MH STUB
                                                                CONDUIT                                                                                    TYPE A
                                                                                                                                                           O/S 5.60
                                        1                                                                               FH                                 SL 8.15
                                       3                        NEW SEWER MANHOLE                                                                          IL 6.65




                                                                                                                                                                                                                                                       110
                                       HB1
                                       3                        NEW SEWER HORIZONTAL BEND                                                                                               LOT 2
                                                                                                                                                                                        9422m2
                                                                NEW SAW CUT TO EXISTING ROAD
                                                                                                                    EX




                                                                & REINSTATEMENT TO COUNCIL
                                                                STANDARDS & REQUIREMENTS
                                                                                                                        IST




                                                                                                                                                                    CONTRACTOR TO SAW CUT EXISTING
                                                                                                                                                                    HOFMANN DRIVE TO PROVIDE NEW
            ATTENTION: CONTRACTOR
                                                                                                                             ING




                                                                                                                                                                    DN225 SEWER PIPE & REINSTATE TO
                                                                                                                                                                    COUNCIL STANDARDS & REQUIREMENTS
          MINIMUM CLEARANCES
                                                                                                                              RO
                                                                                                                                AD




           1.               STORMWATER SHALL ALWAYS PASS OVER
                            SEWER MAINS WITH 500mm VERTICAL
                                                                                                                                                         FH
                            CLEARANCE.
           2.               WATERMAINS SHALL ALWAYS PASS OVER
                            SEWER MAINS WITH 500mm VERTICAL
                            CLEARANCE.                                                                                                                                                                   10
           3.               ELECTRICAL SHALL ALWAYS PASS OVER SEWER
                            MAINS WITH 300mm VERTICAL CLEARANCE.
                                                                                                                                                                                                                                                     AD
           IT IS THE CONTRACTORS RESPONSIBILITY TO                                                                                                                                                                                       G     RO
           MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL                                                                                                                                                                                STIN
           CLEARANCE AS OUTLINED IN THE SEQ CODE.                                                                                                                                                                             EXI
                                                                                                                                                                                                                                                                                                                                                                    JOINS PLAN 1856-S09




                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                 PROJECT:                                             JOB NUMBER
REV DATE DESCRIPTION                                                      BY     CHKD DRAWN
                                                                                          I GDETAL
                                                                                                 IS                                              SCALE                                                                APPROVED                                                                                                   PROPOSED SUBDIVISION                                      1856
 A                     18-03-20    FOR APPROVAL                            MM     CL                                                                                                                                                                                                                                             AT NOOSA CIVIC, WALTER HAY DRIVE
                                                                                        DATUM           AHD                                                                                                                                                                                                                                                                       SHEET:   10   OF   20
                                                                                                                    0              5.0            10                15                20                  25m
                                                                                                                                                                                                                                                                                                                                 FOR STOCKWELL PTY LTD
                                                                                        DESIGN         MM                                                                                                           .................                                                                                                                                             DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                 DRAWING TITLE:
                                                                                        DRAWN          MM                                                                                                       Director: CAMERON LANDRETH
                                                                                                                                               SCALE 1:500 A3
                                                                                        DESIGN CHECK                                                                                                                   (RPEQ 19358)                                   p 07 5443 8285                                             SEWER LAYOUT PLAN                                     S10                A
                                                                                                        CL
                                                                                                                                                                                                                                                                      e [email protected] w www.barlowshelley.com.au
                                                                                        DATE           18-03-20
                                                                                                                   This drawing is not to be copied or amended without written permission from
                                                                                                                   Barlow Shelley Consulting Engineers                                                                                                                a PO Box 899, Maroochydore,4558 ABN 89 215 591 077         SHEET 7 OF 8