Attachment 2 - Revised Engineering (22.01.20) · RAL18/0023

                                                             HO
                                                                                                          LOT 21




                                                                                                                                                                                                                                                                                                                                                                       40
                                                                                                                                                                                                                                                                                                                                                                         .00
                                                               FM




                                                                                                                                                                                                                                                                                                                                                                             m
                                                                 AN
                                                                    N
                                                                      DR
                                                                        IV
                                                                          E




                                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                                      .50
                                                                                                                                                                                                                                                                                                                                                                       m
                                                                                                                    2x PROPOSED DRIVEWAY
                                                                                                                    TYPE B2 TO IPWEAQ RS-051                                                                                                                                                                                                                                               0m
                                                                                                                                                                                                                                                                                                                                                                                       3.5




                                                                                                                                                                                                                                                                                                                                                                                 6.0
                                                                                                                                                                                                                                                                                                                                                                                  0m




                                                                                                                                                                                                                                                                                                                                                                                               5.0
                                                                                                                                                                                                                                                                                                                                                                                                  0m
                                                                                                                                         LOT 19

                                                                                                                                                                                                                                                                                                                                                                                                                3.5
                                                                                                                                                                                                                                                                                                                                                                                                                      0m




                                                                                                                                                                                                                                                                                                                                                                                                       VA
                                                                                                                                                                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                                                                                                                                                                         IE
                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                 PURPLE INDICATES POTENTIAL
                                                    DRIVEWAY LOCATIONS ON
                                                                                                                FL4.8                              FL4.5
                                                             BOUNDARY - TYP.                                                                                                                                                                                                                                                                                                                                                    10
                                                                                                                                                                                                                                                                                                                                                                                                                                   .00
                                                                                                                                                                                                                                                                                                                                                                                                                                      m




                                                                                                                                                       >
                                                                                                                                                                                                 LOT 18




                                                                                                                                                  5%
                                                                                                                                                                               FL4.5




                                                                                                                                                1.
                                                                                                                                                                                                                                                                                                                                                EXISTING TURN LANE DETAIL                                                              0m
                                                                                                                                                                                                                                                                                                                                                                                                                                    3.0
                                                                                                                                                                                                                                                                                                                                                SCALE - 1:400 AT A3




                                                                                                                                                                              >
                                                                                                                                                                          2%
                                                                                                                                              FL4.8




                                                                                                                                                                        1.
                                                                                                                                                                                                                                                  LOT 17

                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING 40m TAPER IS
                                                                                                                                                                                                                                                                                                                                                                                                              MATCHED IN ALL NEW
                                                                                                                                                                                               FL4.5
                                                                                                                                                                                                                                                                                                                                                                                                              RIGHT TURN LANES
                                                                                  PURPLE INDICATES POTENTIAL
                                                                                     DRIVEWAY LOCATIONS ON                                                                                                          2x PROPOSED DRIVEWAY
                                                                                              BOUNDARY - TYP.                                                                                                       TYPE B2 TO IPWEAQ RS-051

                                                                                                                                                                                                          FL4.5



                                                                                                                                                                                                                                                  FL4.5




                                                                                                                                                                                                                                                   %>
                                                                                                                                                                                                           FL4.6
 LEGEND - NEW WORKS EXTENT




                                                                                                                                                                                                                                              0.6
                                                                                                                                                                                                               H                     FL4.6
                                              EXTENT OF AC SEAL                                                                                                                                                 O
                                                                                                                                                                                                                   FM
                                                                                                                                                                                                                        A
                                                                                                                                                                                                                         N
                                                                                                                                                                                                                          N
                                              EXTENT OF FILL EARTHWORKS                                                                                                                                                       D
                                                                                                                                                                                                                               R                                       60
                                                                                                                                                                                                                                IV
                                                                                                                                                                                                                                   E              36            3.
                                                                                                                                                                                                                                               8.              S
                                                                                                                                                                                                                                             22               N
                                              EXTENT OF CUT EARTHWORKS                                                                                                                                                                  CH
                                                                                                                                                                                                                                                         0
                                              KERB & CHANNEL (B1 TYPE                                                                                                                                                                                  22
                                                                                                                                                                                                                                                  CH
                                              450mm CHANNEL)
                                              EXTENT OF 2m WIDE
                                              CONCRETE FOOTPATH
                                                                                                                                                                                                  STORMWATER
                                                                                                                                                                                                                                   NS




                                              EXTENT OF COMMERICAL                                                                                                EXISTING 4/1200x600
                                              DRIVEWAY                                                                                                                                                                                                            00
                                                                                                                                                                                                                                                             CH2
                                                                                                                                                                                                                                       3.




                                                                                                                                                                      BOX CULVERTS
                                                                                                                                                                                                                                        60




                                              EXTENT OF BICYCLE LANE                                                                                                                                                                                                                                                                            FL5.35
                                                                                                                                                                                                                                                                                                                                               NS5.80




                                                                                                                                                                                                                                                                                                                                                          :4
                                              ROAD CENTRELINE                                                                                                                                                                                                                                            LOT 4




                                                                                                                                                                                                                                                                                                                                                         <1
                                                                                                                                                                                                                               FL4.32                                            FL4.38
                                              EXTENT OF BUSH FIRE ACCESS                                                                                                                                                      NS3.32                                      180    NS3.95
                                                                                                                                                                                                                                                                   CH
                                              AC SEAL                                                                                                                                                                                                                                                                                                                        FL6.00
                                                                                                                                                                                                                                                                                                                                                                            NS7.00
                                                                                                                                                                                                                                                                                                                                   PROJECT:                                                                                    JOB NUMBER
REV DATE DESCRIPTION                                            BY      CHKD                                                            SCALE                                                      APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                                    1856
 J    2-12-19     REVISED FOR COUNCIL RFI                        MM       CL
                                                                               DATUM             AHD                                                                                                                                                                                                                                                                                                                       SHEET:             OF
 B
 C
      16-07-19
      13-08-19
                  REVISED FOR INFORMATION REQUEST
                  REVISED DRIVEWAYS & PATHWAYS
                                                                 MM
                                                                 JP
                                                                          CL
                                                                          CL   DESIGN           MM
                                                                                                           0              10             20             30              40              50m      .................                                                                                                                                                                                                                        6        23


 D    28-08-19    REVISED ADDED LINK ROAD                        MM       CL                                                                                                                  Director: CAMERON LANDRETH                                                                                                           DRAWING TITLE:                                                                          DRAWING NUMBER           REV
                                                                               DRAWN            MM
 E    17-09-19    REVISED FOR COUNCIL RFI                        MM       CL                                                                                                                            (RPEQ 19358)
                                                                                                                                      SCALE 1:1000 A3
 F    25-09-19    FINAL RFI                                      CL       CL   DESIGN CHECK      CL
                                                                                                                                                                                              DRAWING STATUS
                                                                                                                                                                                                                                                                       07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                                                                               R06                      J
 G    1/11/19     REVISED COUNCIL RFI                            MM       CL                                                                                                                                                                                           [email protected]      www.barlowshelley.com.au
                                                                                                          This drawing is not to be copied or amended without written permission from
                                                                               DATE            21-02-19                                                                                             FOR APPROVAL
 H   13-11-2019   REVISED EARTHWORKS AREA                        MM       CL                              Barlow Shelley Consulting Engineers                                                                                                                          PO Box 899, Maroochydore,4558 ABN 89 215 591 077