RFI - Attachment 3- Civil Engineering Plans B prepared by Barlow Shelly · RAL18/0023

                                                                      5
                                                                 6.32
                                                                                                                                                                                                                                                                                      LOT 9




                                                                                                             1
                            DB
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                                                                                                                           2
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                                                                                                                                                                                                                                                                                                                                                                                   ER




                                                                                                                                                                                                       1
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                                                                                                                                                                                                                                     4.5
                                                                                                                                                                                                                                                                                                                                                                              A
                                                                                                                                                                                                                                                                                                                                                                             W




                                                                                                                                                                                                             2




                                                                                                                                                                                                                                            84
                                                                                                                                                                                                                             4 .5


                                                                                                                                                                                                                                         5.2
                                 4.0
                                                                                   LOT 16

                                                                                                                                                          8.0




                                                                                                                                                                     B
                                                                                                                                                                  AD
                                                                                                                                                                RO
                                              8.0

                                                               4. 9
                                                                                                                                                                                                              LOT 10

                                                                                                                                                                                                      <1
                                                                                                                                                                                                        %
            >
           1%




                                                                                                                                                                <
                                                                                                                                                                 1%
                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                             3                .7
                                                                                                                                                                                                                       8.6                  S5
                                                                                                                                                                                                                     FL
     1




                    LOT 13                                                                                                                                                                                                                 N
      1




                                                                                                                                       LOT 11
   7.
FL




                                                                                                                                                                                                             1:2
                                                                                                                                                                                                                 >
                                              >




                                                                                                                                                                                          22
                                            1%




                                                                                                                                                                                      8.
                                                                                                                                                                                    FL
                                                                                                                        <1%
                                                                          LOT 12




                                                                                                                                                                                    86
                                       45




                                                                                                                                                                     1:



                                                                                                                                                                                  3.
                                                                                                                                                                     2>
                                  7.




                                                                                                                                                                               S
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                                                                                 1%>




                                                                                                                                                                                          T




                                                                                                                                                                              N
                                 FL




                                                                                                                                                                                        N                                                                                  IV                                                                                    EARTHWORKS VOLUMES
                1:2>




                                                                                                                                                                                      A                                                                                 R
                                                                                                                                                                                                                                                                       D
                                                                                                                                                                                  EN                                                                           A
                                                                                                                                                                                                                                                                   Y
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                                                                                                                                                                              O                                                                               H
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                                                                                                                                                                                                                                                                                                                                                                 ROAD VOLUMES:                   CUT       -313.0143
                       07




                                                                                                                                                                                                                                                      LT
                    3.




                                                                                                                                                                                                                                                  A                                                                                                                                              FILL      88,624.529
                 S
                N




                                                                                                                                                                                                                                                 W
                                                                                                                                      1:2
                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                 BALANCE   88,311.515
                                                    1:2




                                                                              89                                            14                                                                                                                                                                                                                                   CUT VOLUMES:                    CUT       -88,367.762
                                                                            7.                                            8.
                                                    >




                                                                          FL
                                                                                                                                            17




                                                                                                                      FL                                                                                                                                                                                                                                                                         FILL      0
                                                                                                                                          3.
                                                                                                                                       S
                                                                                                                                      N




                                                                                                                                                                                                                                                                                                                                                                                                 BALANCE   -88,367.762
                                                              18
                                                           3.




                                                                                                                                                                                                                                                                                                                                                                 TOTAL VOLUMES:                  ROAD BAL. 88,311.515
                                                                                            1:2
                                                          S
                                                          N




                                                                                                                                                                                                                                                                                                                                                                                                 CUT BAL. -88.367.762
                                                                                            >




                                                                                                                                                                                                                                                                                                                                                                                                 EXCESS. -56.247 (CUT)


                                                               COVENANT

                                                                                                                                                                                                                                                                                                                                                                 LEGEND - NEW WORKS EXTENT

                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF AC SEAL


                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF FILL EARTHWORKS


                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF CUT EARTHWORKS

                                                                                                                                                                                                                                                                                                                                                                                        KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF COMMERICAL DRIVEWAY
                                                                                                                                      IVE
                                                                                                                                  DR




                                                                                                                                                                                                                                                                                                                                                                                        ROAD CENTRELINE
                                                                                                                                  Y
                                                                                                                               HA




                                                                                                                                                                                                                                                                                                                                                PROJECT:                                                             JOB NUMBER
                                                                                                                           ER




     REV DATE DESCRIPTION                                 BY          CHKD                                                                     SCALE                                                       APPROVED                                                                                                                                                                                                       1856
                                                                                                                          T
                                                                                                                       AL




                                                                                                   AHD
                                                                                                                      W




                                                                                  DATUM                                                                                                                                                                                                                                                                                                                          SHEET:        OF
                                                                                  DESIGN           MM
                                                                                                                  0              10             20              30             40              50m      .................                                                                                                                                                                                                  4        15


                                                                                                                                                                                                     Director: CAMERON LANDRETH                                                                                                                 DRAWING TITLE:                                                   DRAWING NUMBER      REV
                                                                                  DRAWN            MM
                                                                                                                                             SCALE 1:1000 A3                                                   (RPEQ 19358)
                                                                                  DESIGN CHECK      CL
                                                                                                                                                                                                     DRAWING STATUS
                                                                                                                                                                                                                                                                                    07 5443 8285
                                                                                                                                                                                                                                                                                    [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                                                                                                      R04
                                                                                                                 This drawing is not to be copied or amended without written permission from
                                                                                  DATE            21-02-19                                                                                                  FOR APPROVAL
                                                                                                                 Barlow Shelley Consulting Engineers                                                                                                                                PO Box 899, Maroochydore,4558 ABN 89 215 591 077