Attachment 2 -1856-SW01_SW30

                                                                                                                                                 NE W
                                                                                                                                                                                                                                        CP                5
                                                                                                                                                                                                                                     0R




                                                                                                                                                    DN
                                                                                                                                                                                                                                 N7
                                                                                                                                                                                                                                    5                    20
                                                                                                                                                                              3




                                                                                                                                                       75
                                                                                                                                                                                                                                D
                                                                                                                                                                                                                           W




                                                                                                                                                         0R
                                                                                                                                                                             20                                          NE




                                                                                                                                                           CP
                                                                                                                                                            SW
                                                                                                                                                                                                                            4
                                                                                                                                                                                                      P SW
                                                                                                                                                                                      NEW DN750 RC                         20
                                                                                                                                                                                                                                                                              PROVIDE 1:5 TAPER BACK TO
                                                                                                                                                                                                                                                                              B1 TYPE BARRIER KERB
                                                                                      PROVIDE 1:5 TAPER BACK TO
                                                                                          B1 TYPE BARRIER KERB
                                                                                                                                                                                      NEW ROAD C
                                                                                 DEPRESS KERB INVERT BY                                                                                                                                                            DEPRESS KERB INVERT BY
                                                                                50mm TRANSITION TO KERB                                                                                                                                                            50mm TRANSITION TO KERB
                                                                              INVERT LEVEL AT BOTH ENDS                                                                                                                                                            INVERT LEVEL AT BOTH ENDS


                                                                                                                                                                                                                                                      H
                                                                                                                                                                                                                                                      SW26

                                                                                                                       H
                                                                                                                     SW26                                                                                                                                          PROVIDE TREE PITS TO BOTH
                                                                                                                                                                                                                                                                   SIDE OF PROPOSED ROAD B IN
                                                                                   PROVIDE TREE PITS TO BOTH                                                                                                                                                       ACCORDANCE WITH IPWEAQ
                                                                                  SIDE OF PROPOSED ROAD B IN                                                                                                                                                       STANDARD DRAWING DS-077
                                                                                    ACCORDANCE WITH IPWEAQ
                                                                                    STANDARD DRAWING DS-077
                                                                                                                                                                                                                                                              PROVIDE 1:5 TAPER BACK TO
                                                                                                                                                                                                                                                              B1 TYPE BARRIER KERB
                                                                                  PROVIDE 1:5 TAPER BACK TO
                                                                                      B1 TYPE BARRIER KERB




                                                                                                                                                                                  STORMWATER TREE PIT - DETAIL PLAN
                                                                                                                                                                                                      SCALE 1:250 (A3)




                                                                           2.5%                                                                             -3%                                                                                        -3%                                                 2.5%                     1:-4
                                                          1:-4

                                                NEW ELECTRICAL                                                                                                                                                                                                                                                     NEW WATERMAIN (OD180)


                                                                                                                                                                                                                                                                                                                                           Datum 6
                                                                                                                                                                                                                                                                                                       PROVIDE TREE PITS TO BOTH
                                                                                                                                                                                                                                                                                                       SIDE OF PROPOSED ROAD B IN
                                                                                                                                                                                                                                                                                                       ACCORDANCE WITH IPWEAQ
                                                                                                                                                                                                                                                                                                                                           Centreline R.L.8.406
                                                                                                                                                                                                             STORMWATER TREE PIT - SECTION H                                                           STANDARD DRAWING DS-077
                                                                                                                                                                                                                                SCALE 1:10 (A3)

                                                                                                                                                                                                                                                                                      PROJECT:                                                                        JOB NUMBER
REV DATE DESCRIPTION                           BY   CHKD DRAWN
                                                             I GDETAL
                                                                    IS                                              SCALE                                                          APPROVED                                                                                           PROPOSED SUBDIVISION                                                                 1856
 A   13-09-19   FOR APPROVAL                   MM    CL                                                                                                                                                                                                                               AT NOOSA CIVIC, WALTER HAY DRIVE
 B   24-08-20   REVISED STORMWATER ALIGNMENT   MM    CL     DATUM           AHD                                                                                                                                                                                                                                                                                   SHEET:   26   OF   30
                                                                                       0             2.5              5             7.5             10              12.5m
                                                                                                                                                                                                                                                                                      FOR STOCKWELL PTY LTD
                                                            DESIGN         MM                                                                                                     .................                                                                                                                                                               DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                      DRAWING TITLE:
                                                            DRAWN          MM                                                                                               Director: CAMERON LANDRETH
                                                                                                                    SCALE 1:250 A3                                                                                        p 07 5443 8285                 ABN 89 215 591 077
                                                            DESIGN CHECK                                                                                                            (RPEQ 19358)                          e [email protected]  w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                      TREE PIT LAYOUT & DETAIL PLAN                                                SW26                   B
                                                                            CL
                                                                                      This drawing is not to be copied or amended without written permission from                                                         a PO Box 899, Maroochydore,4558                             SHEET 2 OF 2 'ROAD C'
                                                            DATE           13-09-19   Barlow Shelley Consulting Engineers