1856-S01_S18

                                                                                                                                                                                                                                                                                                                                  JOINS PLAN 1856-S10
                         EX                                                                    EXISTING NOOSA CIVIC                                                                             11
                            IS                                                                 SHOPPING PRECINCT
                              TIN                                                                                                                                                                4                           MANHOLE FOR NEW CROSS ROAD
                                    G




                                                                                                                                                                                                                      0
                                                                                                                                                                                                                             LOT 23 DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                     LOT 23




                                                                                                                                                                                                                    5
                                        RO                                                                                                                                                                                                                  W




                                                                                                                                                                                                                 DN1
                                           AD                                                                                                                                                                                                                   AL                                                                                   2.61Ha




                                                                                                                                                                                                                                               110
                                                                                                                                                                                                         FH

                                                                                                                                                                                                                                                                  TE




                                                                                                                                                                                                              N EW
                                                                              11                                                                                                           1.4m                                                                          R
                                                                         FH
                                                                                                    NE
                                                                               1                       W
                                                                                                             DN
                                                                                                                                                                                                                                                                             HA
                                                                                                                  15                                                                                                  HB11                                                       Y
                                                                                                                    0u
                                                                                                                            PV                                                                                          3                                                            D
                                                                                                                               C    SN                                                                        0.8                                                                       RI
                                                                                                                                       8    SE                                                                    4m                                   10                                  VE




                                                                                                                                                                                                  0
                                                                                                                                                 WE




                                                                                                                                                                                                                                                       10
                                                                                                                                                                                               15
                                                                                                                                                    R




                                                                                                                                                                                            N
                                                ATTENTION: UNITYWATER PRIVATE WORKS




                                                                                                                                                                                           D
                                                                                                                                                                                       EW
                                    UNITYWATER TO SUPERVISE CONTRACTORS LIVE WORKS




                                                                                                                                                                                       N
                                 CONNECTION TO EXISTING SEWER IN THE FOLLOWING STEPS:
                                                          1. REMOVE EXISTING POO PIT                                                                                                        11
                                    2. PROVIDE NEW SMART STREAM POO WITH JUNCTION                                                                                                           2




                                                                                                                                                                                                                                                                      10
                                 3. PROVIDE END PLUG TILL ON MAINTENANCE INSPECTION.                                                        FH




                            4.   REMOVE AFTER SUCCESSFUL ON MAINTENANCE INSPECTION.                                                                                                                  HCB MH STUB
                                                                                                                                                                                                     TYPE A
                                                                                                                                                                                                     O/S 5.60
                                                                                                                                                                 FH                                  SL 8.15
                                                                                                                                                                                                     IL 6.65
                                                                                             CONTRACTOR TO SAW CUT EXISTING




                                                                                                                                                                                                                                                                                 110
                                                                                               HOFMANN DRIVE TO PROVIDE NEW
                                                                                              DN225 SEWER PIPE & REINSTATE TO
                                                                                                                                                                                                                            LOT 2
                                                                                           COUNCIL STANDARDS & REQUIREMENTS                                                                                                 9422m2
                     EXISTING NOOSA CIVIC




                                                                                                                                                               EX
                     SHOPPING PRECINCT




                                                                                                                                                                  IS  TIN
                                                                                                                                                                         GR
                                                                                                                                                                           OA
                                                                                                                                                                              D
                                                                                                                                                                                                                                10




                                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                                                      AD
 LEGEND - NEW FEATURES                                                                                                                                                                                                                                           G RO
                                                                                                                                                                                                                                                           ST IN
                                        NEW DN225 uPVC SN8 SEWER                                                                                                                                                                                     EXI
                                        NEW DN150 uPVC SN8 SEWER
                                        NEW OD250 SEWER RISING MAIN
                                        CONDUIT
                     1
                  3                     NEW SEWER MANHOLE

                 HB1




                                                                                                                                                                                                                                                                                                                                       10
                  3                     NEW SEWER HORIZONTAL BEND

                                        NEW SAW CUT TO EXISTING ROAD
                                        & REINSTATEMENT TO COUNCIL
                                        STANDARDS & REQUIREMENTS

 ATTENTION: CONTRACTOR
                 5
MINIMUM CLEARANCES




                                                                                                                                                                                                                                                                                                                                             DRIVE
1.      STORMWATER SHALL ALWAYS PASS OVER
                                                                                                                                                                                                ROAD C




        SEWER MAINS WITH 500mm VERTICAL
        CLEARANCE.
 2.     WATERMAINS SHALL ALWAYS PASS OVER




                                                                                                                                                                                                                                                                                                                                             R HAY
        SEWER MAINS WITH 500mm VERTICAL




                                                                                                                                                                                                                                                                                                                             10
                                                                                                   LOT 3
        CLEARANCE.
 3.     ELECTRICAL SHALL ALWAYS PASS OVER SEWER                                                    4.004Ha
        MAINS WITH 300mm VERTICAL CLEARANCE.                                                                                                                                                                                                                                           LOT 7




                                                                                                                                                                                                                                                                                                                                        WALTE
IT IS THE CONTRACTORS RESPONSIBILITY TO
                                                                                                                                                                                                                                                                                       2.963Ha
MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
CLEARANCE AS OUTLINED IN THE SEQ CODE.                                                                                  JOINS PLAN 1856-S08
                                                                                                                                                                                                                                                                                                                 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:    9   OF   20
                                                                                                    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
                                                                     DESIGN CHECK                                                                                                                    (RPEQ 19358)                                     p 07 5443 8285                                             SEWER LAYOUT PLAN                                      S09                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 6 OF 8