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

                                                       5
                                                    5.0                            2.5
                                                                                       5




                                                                                           60
                                                                                        3.
                PROPOSED DRAINAGE                                                      S                              6.325
                                                                                   N


                                                                                                                                                                  LOT 4
                                                                                                             5
                                                                                                        12.6
                                                                                             2
                                                                                                             1

                                                                                                                                                               PROPOSED DRIVEWAY TYPE B2
                                                                                                                                                               TO IPWEAQ RS-051
                                                                                             7>
                                                                                           1:
                                                                                                                                  .65
               PROPOSED DRIVEWAY TYPE B2                                                                                       12
                         TO IPWEAQ RS-051                                                                                                                                                                        LOT 5




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                                                1:2>




                                                                                                                                                           A
                                                                                                                                                            N
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                                                                                                                                                             N
                                                                                                                  7
                                                                                                               1:




                                                                                                                                                                      D
                                                                     7                                                                                                                                                                                             LOT 6                                                                                                                                                            LOT 8




                                                                                                                                                                          R
                                                                   .2




                                                                                                                                                                           IV
                                                              6




                                                                                                                                                                             E
                                                            FL
                                         10
                                       3.                                                                                               25
                                     S                                                                                              6.3
                                 N                                                                                                                                                                                                             PROPOSED DRIVEWAY TYPE B2                                                                                       PROPOSED SHARED DRIVEWAY
                                                                                                                                                                                                                                               TO IPWEAQ RS-051                                                                                                ENTRANCE TO LOTS 3, 8 & 9.
                                                                             LOT 15




                                                                                                                                                                                                                                                                                                       12
                                                                                                                                                                                                                                                                                                                                                               DRIVEWAY CROSSOVER TYPE D2




                                                                                                                                                                                                                                                                                                         .55
                                                                                                                                                                                                                                                                                                                                                               TO IPWEAQ RS-051
                                                                                                                                                                                                                                                                               RIVE
                                                                                                                                                                                                                                                                       ANN D
                                         1:2>                                                                    1%                                                                                                                                         HOFM
                                                                                                                      >




                                                                                                                                                                                                                                              5.05
                                                                                                                                                                                                                  5
                                                                                                                                                                                                              6.32
                                                                                                                                                                                                                                                                                                                                                                                                                            LOT 9




                                                                                                                                                                                                                                                            2.55

                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                     5.05
                                                                                                                                                  DB
                                                                                                                                                              8.0                                                                                                                                                                                                            RO




                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                                                                                               AD
                                                                                                                                                 ROA



                                                                                                                                                                                                                                                                                                                                                                                        A




                                                                                                                                                                                                                                                                                                                                                                              4.5
                           00              0
                         3.          6   .5
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                                  FL




                                                                                                                                                                                                                                                                                                                                                                                    84
                    N




                                                                                                                                                                                                                                                                                                                                                                       4.5


                                                                                                                                                                                                                                                                                                                                                                                  5.2
                                                                                                                                                            4.0
                                                                   PROPOSED DRIVEWAY TYPE B2                                                                                                                                    LOT 16
                            1:2>                                             TO IPWEAQ RS-051
                                                                                                                                                                      5.9
                                                                                                                                                                                                                                                                                            8.0
                                                                         LOT 14                                                                                                                                                            PROPOSED DRIVEWAY TYPE B2




                                                                                                                                                                                                                                                                                                       B
                                                                                                                                                                                                                                           TO IPWEAQ RS-051




                                                                                                                                                                                                                                                                                                   AD
                                                                                                                                                                                                                                                                                                  RO
                                                              83                              >                                                                                                                                                                                                                 PROPOSED DRIVEWAY TYPE C3
                                                           6.                              1%                                                                                                                                                                                                                   TO IPWEAQ RS-051
                                                    FL
                                                                                                                                                                                                           4.9




                                                                                                                                                                                                                                                                                                                                                 LOT 10
                                  41
                                2.
                                                 1:
                                               2>
                            S
                        N                                                                                                                                                                                                                                                                                                                <1
                                                                                                                                                                                                                                                                                                                                            %

                                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND - NEW WORKS EXTENT
                                                                                                                              >
                                                                                                                          1%




                                                                                                                                                                                                                                                                                                  <
                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF AC SEAL




                                                                                                                                                                                                                                                                                                   1%
                                                                                                                                                                                                                                                                                                                                                                  3                        .71
                                                                                                                                                                                                                                                                                                                                                              8.6                       S5
                                                                                                          11                                 LOT 13                                                                                                                                                                                                      FL                         N
                                                                                                        7.                                                                                                                                                                        LOT 11                                                                                                                                                                    EXTENT OF FILL EARTHWORKS
                                                                                                      FL                                                                                                         PROPOSED DRIVEWAY TYPE C3




                                                                                                                                                                                                                                                                                                                                                1:2
                                                                                                 1:                                                                                                              TO IPWEAQ RS-051




                                                                                                                                                                                                                                                                                                                                                  >
                                                                                           2>
                                                                                                                                                                              >




                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF CUT EARTHWORKS
                                                                                71




                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                            1%




                                                                                                                                                                                                                                                                                                                         .2
                                                                              2.




                                                                                                                                                                                                                                                                                                                       8
                                                                          S                                                                                                                                                                                                                                                                                                                                                                                 KERB & CHANNEL (B1




                                                                                                                                                                                                                                                                                                                    FL
                                                                                                                                                                                                                                                                         <1%




                                                                         N
                                                                                                                                                                                                                                                                                                                                                                                                                                                            TYPE 450mm CHANNEL)
                                                                                                                                                                                                                       LOT 12
                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF 2m WIDE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONCRETE FOOTPATH

                                                                                                                                                                                                                                                                                                                     86
                                                                                                                                                                    45
                                                                                                                                                                                                                                                                                                   1:



                                                                                                                                                                                                                                                                                                                    3.
                                                                                                                                                              7.
                                                                                                                                                                                                                                                                                                     2>


                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF COMMERICAL
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                                                                                                                                                                                                                            1%>




                                                                                                                                                                                                                                                                                                                             T
                                                                                                                                                                                                                                                                                                                N


                                                                                                                                                                                                                                                                                                                         N                                                                                         IV
                                                                                                                                    1:2>




                                                                                                                                                                                                                                                                                                                      A                                                                                           R                                         DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                                                                                                                                    EN                                                                                   AY
                                                                                                                                                                                                                                                                                                                V                                                                                                                                           ROAD CENTRELINE
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                                                                                                                                                                                                                                                                                                                                                                                                   ER
                                                                                                                                             07




                                                                                                                                                                                                                                                                                                                                                                                                 LT
                                                                                                                                            3.




                                                                                                                                                                                                                                                                                                                                                                                             A                                                              DRAINAGE RESERVE
                                                                                                                                        S
                                                                                                                                    N




                                                                                                                                                                                                                                                                                  1:2                                                                                                       W
                                                                                                                                                                                                                                                                                        >
                                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                             JOB NUMBER
REV DATE DESCRIPTION                                               BY         CHKD                                                                                                   SCALE                                                       APPROVED                                                                                                                                                                                                                     1856
                                                                                             DATUM                                  AHD                                                                                                                                                                                                                                                                                                                              SHEET:        OF
                                                                                             DESIGN                                 MM
                                                                                                                                                        0                10           20             30               40             50m      .................                                                                                                                                                                                                                5        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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R05
                                                                                                                                                       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