1856-S01_S18

                                                                                                                                                                                                                                                                                                                   LEGEND - NEW FEATURES
                                                                                                                                                                                   10                                                                                                                                              NEW DN225 uPVC SN8 SEWER
                                                                                                                                                                                                                                 EE                                                                                                NEW DN150 uPVC SN8 SEWER
         ATTENTION: CONTRACTOR                                                                                                                                                                                                     NI
                                                                                                                                                                                                                                              E                                                                                    NEW OD250 SEWER RISING MAIN
                                                                                                                                                                                                                                                    CR
                                                                                                                                                                                                                                                      EE                                                                           CONDUIT
         MINIMUM CLEARANCES                                                                                                                                                                                                                             K
                                                                                                                                                                                                                                                               RO
                                                                10                                                                                         10
                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                         3         NEW SEWER MANHOLE
                                                                                                                                                                                                                                                                   AD
         1.       STORMWATER SHALL ALWAYS PASS OVER
                                                                                                                                                                                                                                                                                                                         HB1
                  SEWER MAINS WITH 500mm VERTICAL                                                                                                                                                                                                                                                                                  NEW SEWER HORIZONTAL BEND
                                                                                                                                                                                                                                                                                                                         3
                  CLEARANCE.
         2.       WATERMAINS SHALL ALWAYS PASS OVER
                  SEWER MAINS WITH 500mm VERTICAL                                                   10                                                                                                                                                                                                                             NEW SAW CUT TO EXISTING ROAD
                                                                                                                                                                                                                                                                                                                                   & REINSTATEMENT TO COUNCIL
                  CLEARANCE.                                                                                                                                                                                                                                                                                                       STANDARDS & REQUIREMENTS
         3.       ELECTRICAL SHALL ALWAYS PASS OVER SEWER




                                                                                     10




                                                                                                                                                                                                                                                                                                                                                                    JOINS PLAN 1856-S10
                  MAINS WITH 300mm VERTICAL CLEARANCE.

         IT IS THE CONTRACTORS RESPONSIBILITY TO
         MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
         CLEARANCE AS OUTLINED IN THE SEQ CODE.

         ROAD CROSSINGS
         4.       WHERE SEWER MAINS CROSS ROADS PROVIDE
                  SEWER KERB MARKERS TO SEQ-SEW-?
                                                                                                                                     FH




                                                                                                       HOFMANN
                                                                                                     DRIVE




                                                                                                                                                                                LOT 22
                                                                                                                                                                                3827m2

                                                                                                                                                                                        HCB MH STUB
                                                                                                                                                                                        TYPE A                                                       CONTRACTOR TO SAW CUT EXISTING
                                                                                                                                                                                        O/S 5.60                                                     HOFMANN DRIVE TO PROVIDE NEW
                                                                                                                                                                                        SL 10.28
                                                                                                                                                                                        IL 8.78                                                      DN225 SEWER PIPE & REINSTATE TO
                                                                                                                         10




                                                                                                                                                                                                                                                     COUNCIL STANDARDS & REQUIREMENTS




                                                                                                                                                                                                                                                                                                 EXISTING NOOSA                                     10
                                                                                                                                                                                                                                                                                                 CIVIC BUILDINGS
                                                                                     10




                                                                                                                                                                                                      IL8
                                                                10




                                                                                                                                                                                                         .78
                                                           ATTENTION: UNITYWATER PRIVATE WORKS
                                                     UNITYWATER TO SUPERVISE CONTRACTORS LIVE
                                                       WORKS CONNECTION TO EXISTING MANHOLE IN                                                                                                          NE
                                                                                                                                 10




                                                                                                                                                                                                           W
                                                                           THE FOLLOWING STEPS:                                                                                    FH
                                                                                                                                                                                                               DN
                                                        1.  CORE DRILLING INTO EXISTING MANHOLE                                                                                                                   15
                                                                                                                                                                                                                    0S
                                                      2. INSERT DN150 PIPE INTO MANHOLE & MEGA                                                                                                                           N8           IL8
                                                                                                                                                                                                                          10                  .59
                                                                                                                                                  10




                                                                             EPOXY PENETRATION.
                                                        3. BENCH EXISTING MANHOLE TO SEQ CODE                                                                                                                                                       EX
                                                                                                                                                                                                                                                         IL4
                                                      4. PROVIDE END PLUG TILL ON MAINTENANCE                                                                                                                                             .  52             .60
                                                                                      INSPECTION.                                                                                                                                        4
                                                                                                                                                                                                                                      IL
                                                              5. REMOVE AFTER SUCCESSFUL ON                                                                                                                                      EX
                                FH                                      MAINTENANCE INSPECTION.

                                                                                                                                                                                                                                                                                         EX
                                                                                                                                                                                                                                                                                              IL5
                                                                                                                                FH                                                                                                                                                               .17

                                                                                                                                                                                                                                                                                               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:   11   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                                       S11                            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 8 OF 8