1856-S01_S18

 LEGEND - NEW FEATURES
                                                                           5
                                    NEW DN225 uPVC SN8 SEWER
                                    NEW DN150 uPVC SN8 SEWER
                                    NEW OD250 SEWER RISING MAIN
                                    CONDUIT                                                                        EXISTING SEWER HCB LOCATED                                                                                                                                                          EXISTING NOOSA CIVIC
                                                                                                                   HERE FOR LOT 21 CONTRACTOR
                      3
                       1
                                    NEW SEWER MANHOLE                                                              TO CONFIRM DEPTH AND
                                                                                                                                                                                                                                                                                                       SHOPPING PRECINCT
                                                                                                                   DIAMETER ON SITE
                     HB1
                      3             NEW SEWER HORIZONTAL BEND                   FH




                                    NEW SAW CUT TO EXISTING ROAD
                                                                                                                                  LOT 21




                                                5
                                    & REINSTATEMENT TO COUNCIL
                                    STANDARDS & REQUIREMENTS                                                                      3825m2
                                                                                                                                   HCB MH STUB
                                                                                                                                   TYPE A
                                                                                                                                   O/S 1.5
                                                                                                   FH

                                                                                                                                   SL 5.50                                                                                                                                                                                                                                          5




                                                                               HO
                                                                                                                                   IL 2.50




                                                                                  FM
                                                                                    AN
                                                                                                                                                                                                                             5




                                                                                          N
                                                                                     FH



                                                                                                   5




                                                                                          DR
                                                                                                                      VA
                                                                                                                                                             HCB MH STUB




                                                                                            IVE
                                                                                                                                                             TYPE A
                                                                                                                          VA                                 O/S 12.0
                                                                                                                                                             SL 4.95                        LOT 19
                                                                                          VA                                                                 IL 3.55
                                                                                                                                                                                            3150m2




                                                                                                                                                                            UW
                                                                                                                                                                                  LIV
                                                                                                                                                                                        E
                                                                                                                                                                                            W
                                                            ATTENTION: UNITYWATER PRIVATE WORKS                                                                                                 OR                                    LOT 18
                                                      UNITYWATER TO SUPERVISE CONTRACTORS LIVE                                                                                                    KS
                                                        WORKS CONNECTION TO EXISTING MANHOLE IN
                                                                                                                                                                                                                                      3245m2
                                                                                                                                                                            12
                                                                            THE FOLLOWING STEPS:
                                                                                                                                                                            1
                                                         1.  CORE DRILLING INTO EXISTING MANHOLE                                                                                                                                      HCB MH STUB
                                                                                                                                                                                                     1
                                                       2. INSERT DN225 PIPE INTO MANHOLE & MEGA                                                                                                      2                                TYPE A




                                                                                                                                                                                                               6m
                                                                              EPOXY PENETRATION.                                                                                                                                      O/S 6.50




                                                                                                                                                                                                             3.1
                                                         3. BENCH EXISTING MANHOLE TO SEQ CODE                                                                                                                                        SL 3.59
                                                       4. PROVIDE END PLUG TILL ON MAINTENANCE                                                                                                                                        IL 2.19




                                                                                                                                                                                                                                                                                                                                                      Y
                                                                                                                                                             FH




                                                                                                                                                                                                                                                                                                                                                  LL
                                                                                       INSPECTION.                                                                                1
                                                                                                                                                                                                                   N
                                                                5. REMOVE AFTER SUCCESSFUL ON                                                                                     1                                 EW                                                            LOT 17




                                                                                                                                                                                                                                                                                                                                                GU
                                                                         MAINTENANCE INSPECTION.                                                                                                                         D
                                                                                                                                                                                                                          N
                                                                                                                                                                                                                             22                                                   3724m2
                                                                                                                                                                                                                                 5




                                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                            IN
                                                                                                                                                                                                                                                                            HCB MH STUB
                                                                                                                                                                                                                                                                            TYPE A




                                                                                                                                                                                                                                                                                                                                          IST
                                                                                                                                                                                                                                  1                                         O/S 6.50
                                                                                                                                                                                                                                  3
                                                                                                                                                                                                                                                                            SL 3.58                                                                                                  LOT 3




                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                                                                            IL 2.18
                                                                                                                     CONTRACTOR TO SAW CUT EXISTING                                                                                                                                                                                                                                  4.004Ha
                                                                                                                       HOFMANN DRIVE TO PROVIDE NEW                                                                                                      HB1
                                                                                                                                                                                                                                                          3                                     DN225 CAPPED FROM MH 3/1 FOR FUTURE
                                                                                                                      DN225 SEWER PIPE & REINSTATE TO
                                                                                                                                                                                                                                                              N                                 STAGE 2 CONNECTION
                                                                                                                   COUNCIL STANDARDS & REQUIREMENTS                                                                                                            E
                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                    D




                                                                                                                                                                                                                                                                                 5m
                                                                                                                                                                                                                                                                     N
                                                                                                                                                                                                                                                                       22




                                                                                                                                                                                                                                                                              1.7
                                                                                                                                                                                                                                           H
                                                                                                                                                                                                                                                                          5                     CONTRACTOR TO HORIZONTAL AUGER UNDER




                                                                                                                                                                                                                                            O
                                                                                                                                                                                                                                               FM
                                                                                                                                                                                                                                                                                                STORMWATER BOX CULVERT & MAINTAIN 300mm VERTICAL
                                                                                                                                                                                                                                                                                                SEPARATE AS MINIMUM WITH OD250 ENVELOPER PIPE.




                                                                                                                                                                                                                                                    A
                                                                                                                                     EXISTING RESIDENTIAL




                                                                                                                                                                                                                                                         N
                                                                                                                                                                                                                                                                                                REFER TO LONGITUDINAL SECTION FOR LEVELS




                                                                                                                                                                                                                                                          N
     ATTENTION: CONTRACTOR                                                                                                           UNIT COMPLEX                                                                                                   FH
                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                              4




                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                                                                                  R
                                                                                                                                     LOT 4




                                                                                                                                                                                                                                                                  IV
     MINIMUM CLEARANCES                                                                                                                                                                                                                                                                           HB1
                                                                                                                                     SP222982




                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                   4

     1.          STORMWATER SHALL ALWAYS PASS OVER                                                                                                                                                                                                                                                       1
                 SEWER MAINS WITH 500mm VERTICAL                                                                                                                                                                                                                                                         5
                 CLEARANCE.
     2.          WATERMAINS SHALL ALWAYS PASS OVER                                                                                                                                                                                                                                                           HB1
                                                                                                                                                                                                                                                                                                             5
                 SEWER MAINS WITH 500mm VERTICAL
                 CLEARANCE.
                                                                                                                                                                                                                                                                                                                   HB1
     3.          ELECTRICAL SHALL ALWAYS PASS OVER SEWER                                                                                                                                                                                                                              FH

                                                                                                                                                                                                                                                                                                                   6
                 MAINS WITH 300mm VERTICAL CLEARANCE.




                                                                                                                                                                                                                                                                                                                                                          55




                                                                                                                                                                                                                                                                                                                                                               5
     IT IS THE CONTRACTORS RESPONSIBILITY TO                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                                                5m
     MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL                                                                                                                                                                                                                                                               6               1.7                  LOT 4
     CLEARANCE AS OUTLINED IN THE SEQ CODE.
                                                                                                                                                                                                                                                                                                                                                  2365m2
                                                                                                                                                                                                                                                                                                                                                                        JOINS PLAN 1856-S05
                                                                                                                                                                                                                                                                                                                                     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:    4   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                                   S04                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 1 OF 8