1856-S01_S18

                                                                                                                                                                                                                                                                                                                                10
LEGEND - NEW FEATURES                                                                                                                                                                                                                                    JOINS PLAN 1856-S09
                                 NEW DN225 uPVC SN8 SEWER




                                                                                                                                                                                                                                                                                                                                          DRIVE
                                 NEW DN150 uPVC SN8 SEWER
                                 NEW OD250 SEWER RISING MAIN
                                 CONDUIT
                                 5




                                                                                                                                                                                                                                                                                                                                          R HAY
                   1
                  3              NEW SEWER MANHOLE




                                                                                                                                                                                                                   ROAD C
                  HB1
                  3              NEW SEWER HORIZONTAL BEND




                                                                                                                                                                                                                                                                                                                                     WALTE
                                                                                                                                                                                                                                                                                                                   10
 ATTENTION: CONTRACTOR

 MINIMUM CLEARANCES
 1.       STORMWATER SHALL ALWAYS PASS OVER
          SEWER MAINS WITH 500mm VERTICAL
          CLEARANCE.
 2.       WATERMAINS SHALL ALWAYS PASS OVER
          SEWER MAINS WITH 500mm VERTICAL
          CLEARANCE.
 3.       ELECTRICAL SHALL ALWAYS PASS OVER SEWER
          MAINS WITH 300mm VERTICAL CLEARANCE.

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




                                                      LOT 3
                                                      4.004Ha

                                                                                                                                                                                                                                 110
                                                                                                                                                                                                                            10




                                                                                                                                                                                                                            10
                                                                                                                                                                                                                                                       LOT 7
                                                                                                                                                                                                                                                       2.963Ha




                                                                                                                                                                                                                                                                                                                         RIVE
                                                                                                                                                                                                                                                                                                                        HAY D
                                                                                                                                                                             C
                                                                                                                                                                        AD




                                                                                                                                                                                                                                                                                                                          R
                                                                                                                                                                    RO




                                                                                                                                                                                                                                                                                                                    WALTE
                                                                                                                                                                                                                                                                                                             10
                                                                                                           1.75




                                                                                                                         1
                                                                                                                       16
                                                                                                               m




                                                                                                                                   N
                                                                                                                                     EW
                                                                                                 HB1
                                                                                                 16                                       D
                                                                                                               HB1                         N
                                                                                      1                                                       15
                                                                                                               17                                 0
                                                                                  14                                                                                  HCB MH STUB
                                                  HCB MH STUB
                                                                                                                                                                      TYPE A
                                                  TYPE A
                                                                                  2   25                                                                              O/S 6.00
                                                  O/S 4.00                       N
                                                                                            N




                                                                              D                                                                                       SL 9.08
                                                  SL 7.96
                                                                                             EW




                                                                                                                                                      LOT
                                                  IL 6.46                EW                                                                             7             IL 7.58
                                                                       N
                                                                                                  D
                                                                                                      N




                                                                           HB1
                                                                                                       15




                                                                           17
                                                                                                          0




                                                        1                                                                         HCB MH STUB
                                                       13
                                                                                                                                  TYPE A
                                                                                                               LOT                O/S 7.50
             LOT 6                                                                                             8                  SL 8.27
                                                                                                                                  IL 6.87
             2473m2                                                                                                                                           LOT 8
     JOINS PLAN 1856-S07                                                                                                                                      3257m2
                                                                                                                                                                                                                                                                                                  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:    8   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                                    S08                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 5 OF 8