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Council archive · source document

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

of 28

Text shows just the words. Original shows the document exactly as it was published.

ENGINEERING

PRELIMINARY CONCEPT                                                                                                                                        SCHEDULE OF DRAWINGS
- NOOSA COUNCIL -                                                                                                                               DWG                           DESCRIPTION
PROJECT:                                                                                                                                   ROAD WORKS

PROPOSED SUBDIVISION AT
                                                                                                                                                1856-R01         LOCALITY PLAN & SCHEDULE OF DRAWINGS

                                                                                                                                                1856-R02         OVERALL WORKS LAYOUT PLAN


NOOSA CIVIC, WALTER HAY DRIVE                                                                                                                   1856-R03

                                                                                                                                                1856-R04
                                                                                                                                                                 ACCESS MANAGEMENT PLAN

                                                                                                                                                                 ROAD WORKS LAYOUT PLAN 1 OF 6


NOOSAVILLE                                                                                                                                      1856-R05

                                                                                                                                                1856-R06
                                                                                                                                                                 ROAD WORKS LAYOUT PLAN 2 OF 6

                                                                                                                                                                 ROAD WORKS LAYOUT PLAN 3 OF 6
CLIENT:                                                                                                                                         1856-R07         ROAD WORKS LAYOUT PLAN 4 OF 6

STOCKWELL PTY LTD                                                                                                                               1856-R07-2       TRANSIT CENTRE

                                                                                                                                                1856-R08         ROAD WORKS LAYOUT PLAN 5 OF 6
PROJECT No:
                                                                                                                                                1856-R09         ROAD WORKS LAYOUT PLAN 6 OF 6
1856                                                                                                                                            1856-R10         ROAD A LONGITUDINAL SECTION

                                                                                                                                                1856-R11         HOFMANN DRIVE LONGITUDINAL SECTION

                                                                                                                                                1856-R12         ROAD B LONGITUDINAL SECTION

                                                                                                                                                1856-R13         ROAD C LONGITUDINAL SECTION

                                                                                                                                                1856-R14         TYPICAL ROAD SECTIONS

                                                                                                                                                1856-R15         ROUNDABOUT DETAIL PLAN WALTER HAY DRIVE / ROAD A

                                                                                                                                                1856-R16         INTERSECTION DETAIL PLAN

                                                                                                                                                1856-R17         ROUNDABOUT DETAIL NORTHERN END

                                                                                                                                                                 ROUNDABOUT DETAIL NORTHERN END WITH TRANSIT
                                                                                                                                                1856-R18
                                                                                                                                                                 CENTRE ACCESS (DELETED)

                                                                                                                                                1856-R19         LOTS 23 DRIVEWAY LONGITUDINAL SECTION

                                                                                                                                                1856-R20         LOTS 23 DRIVEWAY CROSS SECTIONS
                                                                      SUBJECT SITE
                                                                                                                                                1856-R21         EARTHWORKS CROSS SECTIONS

                                                                                                                                                1856-R22         BUSHFIRE ACCESS DRIVEWAY LONGITUDINAL SECTION

                                                                                                                                                 1856-T01        TURNING PATH PLAN 1 OF 6

                                                                                                                                                1856-T02         TURNING PATH PLAN 2 OF 6

                                                                                                                                                1856-T03         TURNING PATH PLAN 3 OF 6
                                                                                                         ESTIMATED EARTHWORKS QUANTITIES
                                                                                                                                                1856-T04         TURNING PATH PLAN 4 OF 6
                                                                                                                                   3
                                                                                                         CUT EARTHWORKS 22,500m                 1856-T05         TURNING PATH PLAN 5 OF 6
                                                                                                         FILL EARTHWORKS 29,000m3
                                                                                                                                                1856-T06         TURNING PATH PLAN 6 OF 6
                                                                                                                               3
                                                                                                         BALANCE          6,500m           STORMWATER
                                          LOCALITY PLAN                                                                                         1856-SW01        STORMWATER LAYOUT PLAN 1 OF 6
                                          NOT TO SCALE
                                                                                                         ESTIMATE ONLY
                                                                                                                                                1856-SW02        STORMWATER LAYOUT PLAN 2 OF 6
DRAWING STATUS:                                                                                                                                 1856-SW03        STORMWATER LAYOUT PLAN 3 OF 6

PRELIMINARY CONCEPT                                                                                                                             1856-SW04        STORMWATER LAYOUT PLAN 4 OF 6

                                                                                                                                                1856-SW05        STORMWATER LAYOUT PLAN 5 OF 6

                                                                                                                                                1856-SW06        STORMWATER LAYOUT PLAN 6 OF 6
                                                                            PROPERTY DESCRIPTION
                                                                                                                                                1856-SW07        TYPICAL STORMWATER SECTIONS
                                                                            LOT 3 on SP246584
                                                                            Site Area = 31.7 Ha
                                                                            Proposed Number of Lots 25
           p 07 5443 8285
           e [email protected] w www.barlowshelley.com.au
           a PO Box 899, Maroochydore,4558 ABN 89 215 591 077                                                                                                                                            DRAWING NUMBER
                                                                                                                                                                                                                          -
                                                                                                                                                                                                                          REV


                                                                                                                                                                                                         1856-R01         J
Full text of pages 2 to 11 (of 28)

Page 2

                                                                                                                                                                                                                                                           1856-R08
                                                                                                                                                                                                                                                          1856-SW06
                                                                                                                                                                                                                                                           1856-W06                                                                 1856-R07
                                                                                                                                                                                                                                                                                                                                  1856-SW05
                                                                                                                                                                                                                                                                                                                                   1856-W05



                                                                                                                                                                                                  LO
                                                                                                                                                                                                     T   22                           W
                                                                                                                                                                                                                                          AL
                                                                                                                                                                                                                                             TE
                                                                                                                                                                           N DRIVE                                                                 R
                                                                                                                                                                    N                                                                                  HA
                                                                                                               RENE STREET
                                                                                                                                                          F      MA                                                                                       Y
                                                                                                                                                                                                                                                               DR
                                                                                                                                                        HO                                                                                                           IV
                                                                                                                                                                                                                                                                        E                                LOT 23
                                                                                                                                                                                                                                                                                                         2.61 H
                                                                                                                                                                                                                                                                                                                a




                                                                                                                                                                                                                                                                                          LOT 2
                                                                                                                                                                                                                   LOT 1
                                                                                                                                                                                                                   12.782 Ha




                                                                                                                                                HO
                                                                                                                                                                  LOT 21
                                                                                                                                                                                                                                                                                                                                                1856-W04




                                                                                                                                                    FM
                                                                                                                                                                                                                                                                                                                                               1856-SW04




                                                                                                                                                        AN
                                                                                                                                                                                                                                                                                                                                                1856-R06




                                                                                                                                                          N




                                                                                                                                                                                 19
                                                                                                                                                              DR



                                                                                                                                                                                  T
                                                                                                                                                                               LO



                                                                                                                                                                                          18
                                                                                                                                                                 IV
                                                                                                                                                                    E




                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                         T
                                                                                                                                                                                       LO




                                                                                                                                                                                                                                                                                                                         Y DRIV
                                                                                                                                                                                                 17
                                                                                                                                                                                                                                                            LOT 3
                                                                                                                                                                                                                                                            4.004 Ha




                                                                                                                                                                                                  T
                                                                                                                                                                                               LO
                                                                                                                                                                                                                                                                                               LOT 7




                                                                                                                                                                                                                                                                                                                     ER HA
                                                                                                                                                                                                                                                                                               2.963 Ha




                                                                                                                                                                                                                                                                                                                    WALT
                                                                                                                         1856-W03
                                                                                                                         1856-SW03
                                                                                                                         1856-R05




                                                                                                                                                                                                                   4
                                                                                                                                                                                                               T
                                                                                                                                                                                                              LO


                                                                                                                                                                                                                        T5
                                                                                                                                    PROPOSED HOFMANN                                                                                                                    LO




                                                                                                                                                                                                                               T6
                                                                                                                                                                                                                       LO
                                                                                                                                       DRIVE EXTENSION                                                                                                                       T8




                                                                                                                                                                                                                             LO
                                                                                                                                                                                                                                                             LO
                                                                                                                                                                                               LOT 15                                                             T9

                                                                                                                                               PROPOSED ROAD B
                                                                                                                                                                                                                        LOT 16
                                                                                                                                                                                               LOT 14                                                                                                     PROPOSED ROAD A

                                                                                                                                                                                                                                           LOT 10

                                                                                                                                                                                                      LOT 13
                                                                                                                                                                                                                                LOT 11
                                                                                                                                                                                                                                                                               1856-W02
                                                                                                                                                                                                                       LOT 12                                                 1856-SW02
                                                                                                                                                                                                                                                                               1856-R04




                                                                                                                                                                                                                                              IVE
                                                                                                                                                                                                                                            DR
                                                                                                                                                                                                                                             Y
                                                                                                                                                                                                                                          HA

                                                                                                                                                                                                                                                                                                          1856-W01
                                                                                                                                                                                                                                      R



                                                                                                                                                                                                                                                                                                         1856-SW01
                                                                                                                                                                                                                                     TE




                                                                                                                                                                                                                                                                                                          1856-R03
                                                                                                                                                                                                                                     AL
                                                                                                                                                                                                                                    W




                                                                                                                                                                                                                                                                                                              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              40             80             120            160              200m          .................                                                                                                                                                              2        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 1:4000 A3
 F    25-09-19    FINAL RFI                         CL    CL    DESIGN CHECK     CL
                                                                                                                                                                                DRAWING STATUS
                                                                                                                                                                                                                                               07 5443 8285
                                                                                                                                                                                                                                                                                                                                                               R02                 J
 G    1/11/19     REVISED FOR 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

Page 3

     LEGEND - NEW WORKS EXTENT

       A                   ALL-TURN ACCESS DRIVEWAYS (LOT 8)
                                                                                                                                                                                                                            PROPOSED EASEMENT IN LOT 1 TO
                           ALL-TURN ACCESS DRIVEWAYS VIA RIGHT TURN                                                                                                                                                         FACILITATE ACCESS TO LOT 22
       B
                           SLIP LANE FROM HOFMANN DRIVE. (LOTS 4)
                                                                                                                                                                                                 LO
                                                                                                                                                                                                      T2
                                                                                                                                                                                                        2                             W
       C                   LEFT IN & LEFT OUT ONLY ACCESS DRIVEWAYS                                                                                                                                                                      AL
                                                                                                                                                                                                                                           TE
                           VIA HOFMANN DRIVE (LOTS 5, 6, 17, 18, 19 & 21)                                                                                                                                                                       R
                                                                                                                                                                          N N DRIVE                                                                 HA
                                                                                                                RENE STREET                                   A                                            E                                             Y
                                                                                                                                                           FM                                                                                                DR
       D                   ACCESS DRIVEWAYS FROM PRIVATE                                                                                                 HO                                                                                                       IV
                                                                                                                                                                                                                                                                       E
                           ROAD (LOT 3, LOT 7).                                                                                                                                                                                                                                                        LOT 23
                                                                                                                                                                                                                                                                                                       2.61 H
                                                                                                                                                                                                                                                                                                              a
       E                   TYPE B2 (AS PER IPWEAQ) INDIVIDUAL LOT ACCESS
                           FROM PROPOSED ROAD B OR EXISTING INTERNAL
                           DRIVEWAY IN LOT 1 (LOT 2, LOTS 10-16, LOT 22)

       F                   ACCESS FROM PRIVATE ROAD STUB OFF EXISTING
                           WALTER HAY DRIVE NORTHERN ROUNDABOUT
                           (LOT 23)
                                                                                                                                                                                                                                                                               E
       G                   LEFT IN LEFT OUT ONLY TURN ACCESS DRIVEWAYS                                                                                                                                                                                                                  LOT 2
                                                                                                                                                                                                                                                                                                                                   PROPOSED ACCESS FOR LOT 23 AS 4th
                           (LOT 9)                                                                                                                                                                                   LOT 1                                                                                                         LEG TO EXISTING ROUNDABOUT IN
                                                                                                                                                                                                                   12.782 Ha                                                                                                   F   WALTER HAY DRIVE.

      NOTE: LOTS 12-14 AND 17-21 ACCESS LOCATIONS
      MAY BE ADJUSTED ALONG FRONT BOUNDARIES TO




                                                                                                                                           HO
      SUIT FUTURE DEVELOPMENT OF THESE LOTS.
                                                                                                                                                                                                           PROPOSED EASEMENT IN LOT 3 TO




                                                                                                                                               FM
                                                                                                                                                                   LOT 21                                      FACILITATE ACCESS TO LOT 7




                                                                                                                                                  AN
                                                                                                                                                    N
                                                                                                                                                        DR
                                                                                                                                                                  C




                                                                                                                                                                                 19
                                                                                                                                                                   C




                                                                                                                                                                                 T
                                                                                                                                                                                LO



                                                                                                                                                                                         18
                                                                                                                                                                                        T




                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                LOT 3




                                                                                                                                                                                       LO




                                                                                                                                                                                                  17




                                                                                                                                                                                                                                                                                                                      Y DRIV
                                                                                       EXISTING RIGHT-TURN SLIP LANE                                                                                                                            4.004 Ha




                                                                                                                                                                                                  T
                                                                                                                                                                                                 LO
                                                                                               TO EXISTING DRIVEWAY
                                                                                                                                                                                       C                                                                                                      LOT 7
                                                                                                                                                                                            C                                                                                                 2.963 Ha




                                                                                                                                                                                                                                                                                                                   ER HA
                                                                                                                                                                                                                                                                                                                  WALT
                                                                                                                                                                                                                                   PROPOSED
                                                                                                                                                                                                                                PRIVATE ROAD

                                                                                                                                                                                                        B




                                                                                                                                                                                                                4
                                                                                                                                                                                                               T
                                                                                                                                                                                                           LO


                                                                                                                                                                                                                       T5
                                                                                                                                     PROPOSED HOFMANN                                                                                                           A
                                                                                                                                                                                                                                                                       LO




                                                                                                                                                                                                                              T6
                                                                                                                                                                                                                    LO
                                                                                                                                        DRIVE EXTENSION                                                                                                                  T8
                                                                                                                                                                                                                                                      G




                                                                                                                                                                                                                            LO
                                                                                                                                                                                              LOT 15                                                      LO
                                                                                                                                                                                                                       C                                       T9
                                                                                                                                                                                                                            C
                                                                                                                                                                                                      E
                                                                                                                                                                                                      E                LOT 16
                                                                                                                                                                                              LOT 14
                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                          E LOT 10
                                                                                                                                                                                                                   E                 E                                             PROPOSED ROAD A

                                                                                                                                                                    PROPOSED ROAD B                   LOT 13                E LOT 11

                                                                                                                                                                                                                    LOT 12




                                                                                                                                                                                                                                             IVE
                                                                                                                                                                                                                                           DR
                                                                                                                                                                                                                                            Y
                                                                                                                                                                                                                                         HA
                                                                                                                                                                                                                                       R
                                                                                                                                                                                                                                     TE
                                                                                                                                                                                                                                    AL
                                                                                                                                                                                                                                   W




                                                                                                                                                                                                                                                                                                           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              40             80             120            160              200m        .................                                                                                                                                                                           3        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 1:4000 A3
 F     25-09-19    FINAL RFI                         CL    CL    DESIGN CHECK     CL
                                                                                                                                                                                DRAWING STATUS
                                                                                                                                                                                                                                            07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                            R03                J
 G     1/11/19     REVISED FOR 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

Page 4

                               FL4.73 C
                              NS4.25   H2




                                                                                                                                                                                                                                                       80
                                          20




                                                                                                                                                                                                                                                  CH
                                                                                                                                      HOFMANN DRIVE                                                                                                                         RO                                                                                  FL8.26                                                                       E
                                                                          FL4.26                                                                                                                                                                                                AD                 FL8.17                                                                                                                                 IV
                                                                                                                                                                                                                                                                                                  NS8.48                                                                                                                                 R




                                                                DB
                                                                         NS4.34            FL4.93                                                                                                                                                                                       A                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                                                                                                                                    Y




                                                                                                                                                                                                                                                                           60
                                                                                          NS5.22                                                                                                                                                                                                                                                                                                                                A




                                                                                                                                                                                                                                                                                   0m
                                                                                                                                                                                                                                                                                                                                                                                                                               H




                                                             ROA




                                                                                                                                                                                                                                                                         CH
                                                                                                                           FL5.66
                                                                                                                                                                                                                                                                                                                                                                                                                          ER




                                                                                                                                                                                                                                                                                4.8
                                                                                                                          NS5.55                                                                                 CH
  0.5%>                                                                                                                                                                                                               20                                                                                                                                                                                                LT
                 FL4.53 CH200                                                                                                                                                                                                                                                                                                                                                                                       A
                                                                                                                                                                    FL7.50                                                                                                                                                 WHITE LINES INDICATE PROPOSED                                                           W




                                                                                                                                                                                                                                                                                               40
                NS3.95                                                                                                                                             NS6.62                                                                                                                                                  LINEMARKING - TYPICAL




                                                                                                                                                                                                                                                                                             CH
                                                                                                        LOT 16                                                                                                                     FL8.10




                                                                                                                                                                                                                                               2.00m
                                                                                                                                                                                                                                     NS7.81




                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                    0m
LOT 14                                                                                                                                                                                                  CH40




                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                      CH
                                                                                                                                                                                                                                                                1.5


                                                                                                                                                                                                                                                                           0m
                                                                           FL4.28                                                                                                                                                        FL6.00




                                                                                                                                                                                                                                                                          5.0
                                                                          NS4.16
                              FL4.28 H180




                                                                                                                                                                                               B
                             NS3.68 C                                                                                                                    FL5.43




                                                                                                                                                                                             AD




                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                            CH
                >                                                                                                                                       NS5.92




                                                                                                                                                                                          RO
        %
     0.5
                                                                                                                                                                                          CH
 FL4.44                                                                                          FL4.27                                                                                      60     FL5.43
  NS2.81                                                                                                                               FL4.58                                                                                                LOT 10
                                                                                                NS4.05                                NS5.26                                                          NS6.15
                                                                    60
                                                              CH1                                                                                                                                                                                                                       FL7.32
                                                FL4.21                                                                                                                                                                                                                                   NS7.32
                                               NS3.42




                                                                                                                                                                   CH
                                                                                                                                                                                                                                   <0




                                                                                                                                               10.0
                                                                                                                                                                                                                                     .5




                                                                                                                                                                       80
                                                                                                                                                                                   FL4.58
                                                                                    140




                                                >




                                                                                                                                                   0m
                                                                                                                                                                                                                                         %
                                           5%                                                                                                                                        NS5.01
                                                                                  CH




                                        0.




                                                                                                                                      CH1
                                                                      FL4.27                                     CH120
                                                                     NS3.50




                                                                                                                                                                     2.00
                                                                                                                                            FL4.47




                                                                                                                                       00
                                                                                                                                              NS4.14




                                                                                                                                                                         m
                                                                                                 FL4.37




                                                                                                                                                                                           <0
                                                                                                  NS3.69




                                                                                                                                                                                             .5
                                                                                                                  0.5%>




          FL4.41




                                                                                                                                                                                                %
       2% NS2.66
    1.                                                                                                                                                                                                                                                                           FL5.81
                                                                             %>




   <                                                                                                                                                                                                                                                                            NS5.81
                                                LOT 13
                                                                         0.5




                                                                                                                                                                                                                                                        1:2
 FL4.21                                                                                         PURPLE INDICATES POTENTIAL                                            LOT 11




                                                                                                                                                                                                                                                            >
  NS2.87
                                                                                                DRIVEWAY LOCATIONS ON
                                                                                                BOUNDARY - TYP.
                                               FL4.49                                                                                                                                                                      FL4.85
                                                                                                                                                        <0.5

                                                NS2.95                                                                   LOT 12                                                                                              NS4.05
                                                                                               FL4.53
                :   2                                                                           NS3.12                                                                                                                          NS4.01
                                                                                                                                                            %



             <1
                                                       .5%




                                                                                                                                                                                                        1:
                                                                                                                                                                                                         2>
                                                    <0




                                                                                                                                                                                                                               T                                                                                       E
                                                                                                                                                                                                                            N                                                                                        IV
                                                                                                                                                                                                                           A                                                                                      R
                                                                                                        <0.5%




                                                                                                                                                                                                                                                                                                                 D
                                                    FL4.08                                                                                                                                                            EN                                                                                 A
                                                                                                                                                                                                                                                                                                             Y
                                                     NS3.02                                                                                                                                                       V
                          NS3.04                                                                                                                                                                                 O                                                                                      H
                                                                                                                                                                                                             C
                                                                                                                                                                                                                                                                                                   ER
                                                                                                                                                                                                                                                                                                 LT
                                                                                                                                                                                                                                                                                             A
                                                                                                                                                                             1:2                                                                                                            W
                                                                                                                                                                                >
                                                                                                                                                  FL4.85
                                                                                                                                                 NS3.37

                                                                                                   FL4.28
                                                                                                    NS3.14                                                                   NS3.35
                                     12m LONG x 6m
                                                                                    NS3.14
                                      WIDE VEHICLE
                                  TURNAROUND BAY
                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND - NEW WORKS EXTENT

                                                                                                                                                                                                                                                                                                                                                                                                                               EXTENT OF AC SEAL

                                                                                                                                                                                                             GATED TO ENTRY TO FIRE
                                                                                               COVENANT                                                                                                      TRACK. GATE TYPE TO NOOSA                                                                                                                                                                                         EXTENT OF FILL EARTHWORKS
                                                                                                                                                                                                             COUNCIL REQUIREMENTS

                                                                                                                                                                                                                                                                                                                                                                                                                               EXTENT OF CUT EARTHWORKS
                                                                                                                                    PROPOSED 6m WIDE AC
                                                                                                                                    BUSHFIRE ACCESS                                                                                                                                                                                                                                                                            KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
                                                                                                                                    PATH. NARROW TO 4.0m
                                                                                                                                    WIDE THROUGH TO                                                                                                                                                                                                                                                                            EXTENT OF 2m WIDE CONCRETE FOOTPATH
                                                                                                                                    WALTER HAY DRIVE

                                                                                                                                                                                                                                                                                                                                                                                                                               EXTENT OF COMMERICAL DRIVEWAY


                                                                                                                                                                                                                                                                                                                                                                                                                               EXTENT OF BICYCLE LANE

                                                                                                                                                                                                                                                                                                                                                                                                                               ROAD CENTRELINE
                                                                                                                                                                                                                                                                                                                                                                                                                               EXTENT OF BUSH FIRE ACCESS
                                                                                                                                                                             IVE




                                                                                                                                                                                                                                                                                                                                                                                                                               AC SEAL
                                                                                                                                                                      YDR
                                                                                                                                                                   HA




                                                                                                                                                                                                                                                                                                                                                                                       PROJECT:                                                             JOB NUMBER
                                                                                                                                                                ER




     REV DATE DESCRIPTION                                                                 BY     CHKD                                                                               SCALE                                                       APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1856
                                                                                                                                                               T
                                                                                                                                                            AL




         J              2-12-19    REVISED FOR COUNCIL RFI                                MM       CL
                                                                                                                                     AHD
                                                                                                                                                            W




                                                                                                                DATUM                                                                                                                                                                                                                                                                                                                                   SHEET:        OF
         I
         C
                    21-11-2019
                     13-08-19
                                   DRAFT FOR COMMENT ONLY
                                   REVISED DRIVEWAYS & PATHWAYS
                                                                                          MM
                                                                                          JP
                                                                                                   CL
                                                                                                   CL           DESIGN               MM
                                                                                                                                                        0            10              20            30            40                50m        .................                                                                                                                                                                                                   4        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
                                                                                                                                                                                                                                                                                                                                                                                                                                                            R04                 K
         G              1/11/19    REVISED FOR 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

Page 5

                                                                                           0
                                                                                         22
                                                                                       CH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                               m                                                                                                                                                                                                                                                                                                                                                                 1.5                  12.
                                                           .45                                                                                                                                                                                                                                                                                                                                                                      0m                    00m
                                                          1       0m                                      3.60
                                                                                                              m                                                                                                                                                                                                                                                                                                         2.0
                                                               3.6                                                                                                                PROPOSED 6m WIDE EASEMENT WITH 3m                                                                                                                                                                                                         0m                     15.
                                                                                                                                                                                                                                                                                                                                                                                                                                                       00m
                                                                                                                                                                                  WIDE PEDESTRIAN & CYCLE NETWORK




                                                                    NS
                                                                                                           00 1.50m
                                                                                                    CH2




                                                                      3.
                                                                        60
                                                                                                                                                                                                                                                                                                                                                                                                                                                     CH
                           GATED TO ENTRY TO FIRE                                                                                                                                                                                                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                                             0
                        TRACK. GATE TYPE TO NOOSA                                                                                                                                                                                FL5.35
                                                                                                                                                                                                                                NS5.80
                            COUNCIL REQUIREMENTS                                                                     m
                                                                                                              3.00




                                                                                                                                                                                                                                                 :4
                                                                                                                                                              LOT 4




                                                                                                                                                                                                                                                <1
                                                                FL4.32                                                         FL4.38
                                                                                                                    80         NS3.95
                                                               NS3.32                                         C  H1




                                                                                                                                                                                                                                                                                                                                                                                                                                  CH
                                                                             m                                                                    PROPOSED DRIVEWAY TYPE B2                                                                                          FL6.00
                                                                         1.00




                                                                                                                                                                                                                                                                                                                                                                                                                                    10
                                                                                    m                                                             TO IPWEAQ RS-051                                                                                                  NS7.00
                                                                                2.00




                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED DRIVEWAY TYPE B2
                                                                                                                                                 FL4.58




                                                                                                                          18
                                                                                                                                                NS4.53                                                                                                                                                                                                                                                                                                       TO IPWEAQ RS-051




                                                                                                                                                                                                                                                                                                                                                                                                        CH
                                                                                                                                                                                                                                %
                                                                                                                          .00




                                                                                                                                                                                                                           <1
                                                                                                                             m
                                                                                                                                            0




                                                                                                                                                                                                                                                                                                                                                                                                            80
                                                                                                                                       16                                                                                                                                                                                                                                                                               FL8.41
                                                                                                                                 CH                                                                                                                                                                                                                                                                                   NS9.03




                                                                                                                                                                                                                                                                                                        :4




                                                                                                                                                                                                                                                                                                                                                                                                                                                     :4
                                                                                                                                                                                                                                                                                                     <1
                                                                                        FL4.54                                                                                                                                                                        LOT 6                                                                                                                                      FL9.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                  <1
                                                                                                                                                                                                                                                                                                                                                                                    CH 2.87
                                                                                       NS3.83                                           m                                                                        LOT 5
                                                                                                                     0m            .20




                                                                                                                                                                                                                                                                                                                                                                                      60 m
                                                        <1:2                                                                                                                                                                                                                                                                                                                                                                                                                 NS9.00
                                                                                                                 3.0             12                                                                                                                                                                                                                                                                 FL8.17
                                                                                                                                                            40                                                                                                                                                                                                                                     NS8.74
                                                                                        5%>                                                               H1                                                                                                                                                        FL7.83                                                                                                                                     FL8.50
                                                                                   0.            FL4.53                                                C                                                                                                                                                           NS8.13




                                                                                                                                                                                                                                                                      %
                                                                                                NS4.05 .50m                                                                                                                                                                                                                                                       CH




                                                                                                                                                                                                                                                                     <1
                                                                                                                   1                                                                   FL4.69                                                                                                                                                                           40
                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED DRIVEWAY                                      LOT 8
                                                          FL4.74                                                                                                                      NS4.84                                                                                                                                                                                       FL8.20                                                                                                        NS8.60
                                                         NS3.28                                       4  %>          2.0
                                                                                                                        0m                                                                                                                              2x PROPOSED DRIVEWAY                                                                                                                            TYPE B2 TO IPWEAQ RS-051
                                                                                                    1.




                                                                                                                                                                                0
                                            NS3.24          <1                                                                                                                                                                                          TYPE B2 TO IPWEAQ RS-051




                                                                                                                                                                             12
                                                               .2                                      LOT 15




                                                                                                                                                                           H




                                                                                                                                                                                                                                                                                                                                                                       0m
                                                                       %                                                                                                                                                                                                                                                                                                                                                                                                                FL8.25




                                                                                                                                                                          C




                                                                                                                                                                                                                                                                                                                                                                      16.0
                                                                                                                                                                                                                                                                                                                                                                               FL8.35
                                                                                                                                                                                CH                                                                                                    FL8.00                                                                                  NS8.61
                                                                                FL4.95                                                                                              24                                                                                               NS7.00                                                             CH
                                                                                                                                                                                         3.                                                                                                                                                               20                                                                                                                                                           NS8.10




                                                                                                                                                                                                         0
                                                                                                                                                                                                       10
                                                                                                                                                                                           26                                               FL4.93
                                                                                 NS3.53




                                                                                                                                                                                                   CH




                                                                                                                                                                                                                                                                      3.60m
                                                                                                          0.5                   FL4.76                                                                                                     NS5.39
                                                                                                                 %>            NS4.38                                                                                                                                                                                                                            0m                                                                                                                                           FL8.00
                                                                                                                                                                                                                                                                                                                                                             12.2




                                                                                                                                                                                                                                                                                                                                             .03
                                                                                                                                                                                                                                                                                                       CH20
                                                                                                                                                                                                                                                                              CH40
                                                                                                                                                                                                                                 0
                                                  <1:2                                                                                                                                                                                                                                                                                                                                    FL8.24




                                                                                                                                                                                                                                CH8
                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 9




                                                                                                                                                                                                                                                                                                                                          98
                                                                                                                                                                                                                                                      CH60
                                                                                                                                                                                                                                                                                                                                                                                         NS8.71




                                                                                                                                                                                                                                                                                                                                        CH
                                                                                              FL4.73 C
                                                                                                       H2
                                                                   PROPOSED DRIVEWAY TYPE B2 NS4.25




                                                                                                                                                                                                                                                                                                                                                                  80
                                                                                                          20




                                                                                                                                                                                                                                                                                                                                                                CH
                                                                             TO IPWEAQ RS-051                                                                                                                                                                HOFMANN DRIVE                                                                                                                     RO
                                                                                                                                                                                                                                                                                                                                                                                                                  FL8.17                                                       FL8.26
                                                                                                                                                                             FL4.26                                                                                                                                                                                                                AD
                                                                                                                                                                                                                                                                                                                                                                                                                 NS8.48

                                                                                                                                                                   DB




                                                                                                                                                                                                                           4.60m
                                                                                                                                                                            NS4.34                      FL4.93                                                                                                                                                                                          A




                                                                                                                                                                                                                                                                                                                                                                                              60
                                                                                                                                                                  ROA                                  NS5.22




                                                                                                                                                                                                                                                                                                                                                                                          CH
                                                                                                                                                                                                                                             FL5.66




                                                                                                                                                                                                                                 2.00m




                                                                                                                                                                                                                                                                                                                                                                                                                   0m
                                                                                                                                                                                                                                            NS5.55                                                                                                                                                                                                                                                D




                                                                                                                                                                                                                                                                                                                                                                                                                 5.0
                                                      <1.5%                                                                                                                                                                                                                                                                  CH
                                                                                               0.5%>                                                                                                                                                                                                                           20
                                  NS3.12         FL4.47                                                        FL4.53 CH200                                                                                                                                                                                                                                                                                                                                                                      R21
                                                            FL4.73                                                                                                          ROAD B CENTRELINE                                                                                         FL7.50
                                                 NS3.16




                                                                                                                                                                                                                                                                                                                                                                                                                 40
                                                             NS3.51                                           NS3.95                                                                                                                                                                 NS6.62                                                                                                                                                      BIORETENTION MEDIAN




                                                                                                                                                                                                                                                                                                                                                                                                              CH
                                               <1:2                                                                                                                                                                     LOT 16                                                                                                               FL8.10




                                                                                                                                                                                                                                                                                                                                                                              0m
                                                                                                                                                                                                                                                                   ROAD B CENTRELINE




                                                                                                                                                                                                                                                                                                                                                                             5.0
                                                                                                                                                                                                                                                                                                                                               NS7.81




                                                                                                                                                                                                                                                                                                                                                                                    0m




                                                                                                                                                                                                                                                                                                                                                                                                                                            20
                                                                                                                                                                                                                                                                                                                  CH40




                                                                                                                                                                                                                                                                                                                                                                                   1.5
                                                                                        LOT 14




                                                                                                                                                                                                                                                                                                                                                                                                                                        CH
                                                                                                                                                                                                                                             PROPOSED DRIVEWAY TYPE B2
                                                                                                                                                                              FL4.28                                                                                                                                                               FL6.00
                                                                                                                                                                             NS4.16                                                          TO IPWEAQ RS-051
                                                                                                                          FL4.28 H180                                                                                                                                                                                                                                               FL8.00




                                                                                                                                                                                                                                                                                                          B
                                                                                                                         NS3.68 C                                                                                                                                        FL5.43                                                                                                      NS8.00




                                                                                                                                                                                                                                                                                                        AD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                               CH
                                                                                                                                                                                                                                                                        NS5.92
                                                                                                          %>




                                                                                                                                                                                                                                                                                                     RO
                                                                                                    0.5                                  0m
                                                                                                                                                                                                            E
                                                                                                                                                                                                NE




                                                                                                                                      2.0
                                                                                                                                                                                                       LAN
                                                                                                                                                                                              LA




                                                                                                                                                                                                                                                                                                     CH
                                                                                                                                                                                          0m

                                                                                                                                                                                                     0m




                                                                                            FL4.44                                                                                                                FL4.27                                                                                60        FL5.43
                                                                                                                                                                                      3.5




                                                                                                                                                                                                                                                              FL4.58
                                                                                                                                                                                                   3.5




                                                                                             NS2.81                                                                                                                                                                                                                 NS6.15                               LOT 10
                                                            .0%                                                                                                                                                  NS4.05                                      NS5.26
                                                         <2                                                                                                            0
                                        NS2.52                                                                                                                       16
                                                      FL3.89                                                                                                       CH                                                                                                                                                                                                                                   FL7.32
                                      C                NS2.53                                                                                    FL4.21
                                                                                                                                                NS3.42
                                                                                                                                                                                                                                                                                                                                                                                                         NS7.32




                                                                                                                                                                                                                                                                                     CH
                                       R21                                                                                                                                                                                                                                                                                                   <0
                                                                                                                                                                                                                                                                                                                                                   .5




                                                                                                                                                                                                                                                                                      80
                                                                                                                                                                                                                                                                                             FL4.58
                                                                                                                                                                                                 140




                                                           :2                                                                                    >                                                                                                                                                                                                   %                                                                                                                  LEGEND - NEW WORKS EXTENT
                                                         <1 PURPLE INDICATES POTENTIAL                                                      5%                                                                                                                                                 NS5.01
                                                                                                                                                                                              CH




                                                                                                                                       0.
                                                                                                                                                                                                                                                             CH1


                                                                         DRIVEWAY LOCATIONS ON                                                                             FL4.27                                                                                                                                                   PROPOSED DRIVEWAY
                                                                                                                                                                                                                                   CH120




                                                                                                                                                                          NS3.50                                                                                                                                                                                                                                                                                                                       EXTENT OF AC SEAL
                                                                                                                                                                                                            G




                                                                                BOUNDARY - TYP.                                                                                                                                                                    FL4.47                                                           TYPE B2 TO IPWEAQ RS-051
                                                                                                                                                                                                                                                              00
                                                                                                                                                                                                         RKIN




                                                                                                                                                                                                                                                                     NS4.14
                                                                                                                                                                                                       m PA




                                                                                                                                            PROPOSED DRIVEWAY TYPE B2                                             FL4.37




                                                                                                                                                                                                                                                                                                      <0
                                                                                                                                                      TO IPWEAQ RS-051                                             NS3.69                                                                                                                                                                                                                                                                              EXTENT OF FILL EARTHWORKS




                                                                                                                                                                                                                                                                                                          .5
                                                                                                                                                                                                    3.00




                                                                                                                                                                                                                                    0.5%>




                                                                                                          FL4.41




                                                                                                                                                                                                                                                                                                              %
                                                                                                       2% NS2.66
                               PROPOSED 6m WIDE AC                                                  1.                                                                                                                                                PROPOSED DRIVEWAY                                                                                                                             FL5.81
                                                                                                <
                                                                                                                                                                               >




                              BUSHFIRE ACCESS PATH                                                                                                                                                                                                    TYPE B2 TO IPWEAQ RS-051                                                                                                                     NS5.81
                                                                                                                                                LOT 13
                                                                                                                                                                              %




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXTENT OF CUT EARTHWORKS
                                                                                                                                                                           0.5




                                                                                                                                                                                                                                                                                                                                                                      1:2
                                                                                            FL4.21                                                                                                                                                                                    LOT 11                                                                                                                                                                                                           KERB & CHANNEL (B1 TYPE




                                                                                                                                                                                                                                                                                                                                                                        >
                                                                                             NS2.87
                                                                       NS2.87                                                                                                                                                                                                                                                                                                                                                                                                                          450mm CHANNEL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXTENT OF 2m WIDE
                                                                                                                                            FL4.49                                                                                                                                                                                  FL4.85                                                                                                                                                             CONCRETE FOOTPATH
                                                                                                                                                                                                                                                                        <0.5




                                                                                                                                             NS2.95                                                                                        LOT 12                                                                                     NS4.05
                                                                                                                                                                                                                FL4.53
                                                                                                            :2                                                                                                   NS3.12                                                                                                                  NS4.01                                                                                                                                                        EXTENT OF COMMERICAL
                                                                                                                                                                                                                                                                            %




                                                                                                         <1
                                                                                                                                                            .5%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRIVEWAY
                                                                                                                                                                                                                                                                                                                  1:
                                                                                                                                                                                                                                                                                                                     2
                                                                                                                                                          <0




                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                    >



                                                                                                                                                                                                                                                                                                                                         T                                                                                             IV
                                                                                                                                                                                                                                                                                                                                     N                                                                                            R                                                                    EXTENT OF BICYCLE LANE
                                                                                                                                                                                                                                                                                                                                    A
                                                                                                                                                                                                                        <0.5%




                                                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                     FL4.08                                                                                                                                                                   EN                                                                                         AY
                                                                                                                                                      NS3.02                                                                                                                                                                 V
                                                                                                                       NS3.04                                                                                                                                                                                             O                                                                                             H                                                                              ROAD CENTRELINE

                                                                                                                                                                                                                                                                                                                                                             A1
                                                                                                                                                                                                                                                                                                                         C                                                                                         R
                                                                                                                                                                                                                                                                                                                                                         R2                                                     TE
                                                                                                                                  B




                                                                                                                                                                                                                                                                                                                                                                                                             AL                                                                                        EXTENT OF BUSH FIRE ACCESS
                                                                                                                                            R21




                                                                                                                                                                                                                                                                                           1:2                                                                                                              W                                                                                          AC SEAL
                                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                                                                                                                                     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
      10-08-19
      13-08-19
                  REVISED DRIVEWAY LOCATIONS
                  REVISED DRIVEWAYS & PATHWAYS
                                                                    MM
                                                                    JP
                                                                                   CL
                                                                                   CL       DESIGN                              MM
                                                                                                                                                      0              10              20                30          40                 50m       .................                                                                                                                                                                                                                                                         5        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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R05                 K
 G    1/11/19     REVISED FOR 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

Page 6

                                                             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

Page 7

                                                                                                                                                                                                                           D
                                                                                                                                                                                                                       ROA
                                                                                                                                                                                                                    ED
                                                                                                                                                                                                               -NAM
                                                                                                                                                                                                            UN



                                                                                                                                                   12.00m                            CH344.34




                                                                                                                                                                                     CH320




                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                                     Y DRIV
                                                                                                                                                                                                                                                                                                                ER HA
                                                                                                                                                                                         CH300




                                                                                                                                                                                                                                                                                                            WALT
                                                                                                                                                                                   25m




                                                                                                                                                                                          CH280
                                                                                                                                                                                                  5.40m

                                                                                                                                                               1.50m
                                                                                                                                                                                    12m


                                                                                                                                                                                          CH260




                                                                                                                                                                                          CH240


                                                                   LOT 3
                                                                   4.004 Ha


                                                                                                                                                                                    CH
                                                                                                                                                                                      220
                                                                                                                                                                                                                                                                                                                               LEGEND - NEW WORKS EXTENT

                                                                                                                                                                                                                                                                                                                                               EXTENT OF AC SEAL

                                                                                                                                                                        CH
                                                                                                                                                                           2  00                                                                                                                                                               EXTENT OF FILL EARTHWORKS
                                                                                                                                                                                                          LOT 7
                                                                                                                                                                                                          2.963 Ha
                                                                                                                                                                                                                                                                                                                                               EXTENT OF CUT EARTHWORKS
                                                                                                                                                                                                                                                                                                                                               KERB & CHANNEL (B1 TYPE
                                                                                                                                                       CH                                                                                                                                                                                      450mm CHANNEL)
                                                                                                                      1.5                                 18
                                                                                                                         0m                                  0
                                                                                                                                             12m                                                                                                                                                                                               EXTENT OF 2m WIDE
                                                                                                                                                                                                                                                                                                                                               CONCRETE FOOTPATH

                                                                                                                                                                                                                                                                                                                                               EXTENT OF COMMERICAL
                                                                                                                                         CH
                                                                                                                                                                                                                                                                                                                                               DRIVEWAY
                                                                                                                                            16
                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                               EXTENT OF BICYCLE LANE

                                                                                                                                                                                                                                                                                                                                               ROAD CENTRELINE




                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                               Y DRIV
                                                                                                                            CH                                                                                                                                                                                                                 EXTENT OF BUSH FIRE ACCESS
                                                                                                                               14
                                                                                                                                  0                                                                                                                                                                                                            AC SEAL




                                                                                                                                                                                                                                                                                             ER HA
                                                                                                                                                                                                                                                                                           PROJECT:                                                           JOB NUMBER
REV DATE DESCRIPTION                                BY   CHKD                                                           SCALE                                                            APPROVED
                                                                                                                                                                                                                                                                                                                                                                   1856




                                                                                                                                                                                                                                                                                            WALT
 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         .................                                                                                                                                                               7        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
                                                                                                                                                                                                                                                                                                                                                              R07                 J
 G    1/11/19     REVISED FOR 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

Page 8

                                                                                                                                                                                                                                                            Y
                                                                                                                                                                                                                                                                DR
                                                                                                                                                                                                                                                                   IV
                                                                                                                                                                                                                                                                      E


                                                                                                                                                                                                                                                  E 21
                                                                                                                                                                                                                                                     R




                                                                                                                                                                                                  PROPOSED ACCESS DRIVEWAY        FL8.40
                                                                                                                                                                                                  OFF INTERNAL PARKING ISLE.       NS9.43
                                                                                                                                                                                                  TYPE B2 TO IPWEAQ RS-051




                                                                                                                                                                                                          5%
                                                                                                                                                                                                       0.
                                                                                                                                         U




                                                                                                                                                                                                      <
                                                                                                                                           N
                                                                                                                                             -N
                                                                                                                                                                           FL7.99




                                                                                                                                                 AM
                                                                                                                                                                            NS8.30
                                                                                                                                                                                                                                                       FL8.51




                                                                                                                                                     ED
                                                                                                                                                                                                                                                        NS9.90
                                                                                                                                                                                                               LOT 2




                                                                                                                                                          R
                                                                                                                                                           O
                                                                                                                                                                AD
                                                                       FUTURE TRANSIT CENTRE
                                                                       BY OTHERS (NOT PART OF
                                                                             THIS APPLICATION)


                                                                                                                                                                                                                                                                                                                                                    PROPOSED ACCESS TO
                                                                                                                                                                                                                         5%                                                                                                                         EXISTING WALTER HAY DRIVE
                                                                                                                                                                                                                       0.
                                                                                                                                                                                                                   <                                                                                                                                NORTH ROUNDABOUT




                                                                                                                                                                                             FL8.25
                                                                                                                                                                                              NS8.60




                                                                                                                                                                                                                                         AD
                                                                                                                                                                                                                                  D   RO
                                                                                                                                                                                                                               ME
                                                                                                                                                                                                                            -NA
                                                                                                                    S
                                                                                                                  BU Y                  NO                                                                         UN
                                                                                                                      L                ENTRY
                                                                                                                   ON


                                                                                                                                                                                           CH344.34




                                                                                                                                                                                           CH320




                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                                         Y DRIV
                                                                                                                                                                                                                                                                                                                               LEGEND - NEW WORKS EXTENT




                                                                                                                                                                                                                                                                                                                       ER HA
                                                                                                                                                                                                                                                                                                                                               EXTENT OF AC SEAL
                                                                                                                                                                                            CH300




                                                                                                                                                                                                                                                                                                                      WALT
                                                                                                                                                                                                                                                                                                                                               EXTENT OF FILL EARTHWORKS


                                                                                                                                                                                                                                                                                                                                               EXTENT OF CUT EARTHWORKS

                                                                                                                                                                                             CH280                                                                                                                                             KERB & CHANNEL (B1 TYPE
                                                                                                                                                                                                                                                                                                                                               450mm CHANNEL)
                                                                                                                                                                                                                                                                                                                                               EXTENT OF 2m WIDE
                                                                                                                                                                                                                                                                                                                                               CONCRETE FOOTPATH

                                                                                                                                                                                                                                                                                                                                               EXTENT OF COMMERICAL
                                                                                                                                                                                                                                                                                                                                               DRIVEWAY
                                                                                                                                                                                              CH260

                                                                                                                                                                                                                                                                                                                                               EXTENT OF BICYCLE LANE

                                                                                                                                                                                                                                                                                                                                               ROAD CENTRELINE


                                                                                                                                                                                              CH240

                                                                                                                                                                                                                                                                                                     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      .................                                                                                                                                                               8        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
                                                                                                                                                                                                                                                                                                                                                            R07-2                 J
 G    1/11/19     REVISED FOR 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

Page 9

                                                                                                                                                                                                LOT 23
                                                                                                                                                                                                2.61 Ha




                                                                                                                                                                                                                                                                                                                          EXISTING POWERPOLE




                                                                                                                                                                                                                                                                                                                NEW ROAD CENTRELINE




                                                                                                                                                                    W
                                                                                                                                                                        AL
                                                                                                                                                                            TE
                                                                                                                                                                                 R
                                                                                                                                                                                     HA
                                                                                                                                                                                          Y
                                                                                                                                                                                               DR
                                                                                                                                                                                                     IV
                                                                                                                                                                                                       E



                                                         STOP SIGN HERE



                                                                                                                                                                                                                                                                                                                                  LEGEND - NEW WORKS EXTENT

                                                                                                        PROPOSED ACCESS DRIVEWAY                                                                                                                                                                                                                  EXTENT OF AC SEAL
                                                                                                        OFF INTERNAL PARKING ISLE.
                                                                                                        TYPE B2 TO IPWEAQ RS-051
                                                                                                                                                                                                                                                                                                                                                  EXTENT OF FILL EARTHWORKS


                                                                                                                                                                                                                                                                                                                                                  EXTENT OF CUT EARTHWORKS
                                                             U
                                                             N
                                                                 -N




                                                                                             GIVEWAY SIGN HERE                                                                                                                                                                                                                                    KERB & CHANNEL (B1 TYPE
                                                                  AM




                                                                                                                                                                                                                                                                                                                                                  450mm CHANNEL)
                                         NEW LINE MARKING
                                                                      ED




                                                                                                                                                                                                                                                                                                                                                  EXTENT OF 2m WIDE
                                                 STOP LINE                                                                LOT 2
                                                                           R




                                                                                                                                                                                                                                                                                                                                                  CONCRETE FOOTPATH
                                                                           O
                                                                            AD




FUTURE TRANSIT CENTRE
                                                                                                                                                                                                                                                                                                                                                  EXTENT OF COMMERICAL
BY OTHERS (NOT PART OF
                                                                                                                                                                                                                                                                                                                                                  DRIVEWAY
      THIS APPLICATION)

                                                                                                                                                                                                                                                                                                                                                  EXTENT OF BICYCLE LANE
                                                                                                                                                                                                                                                                                                   PROPOSED ACCESS TO
                                                                                                                                                                                                                                                                                                   EXISTING WALTER HAY DRIVE                      ROAD CENTRELINE
                                                                                                                                                                                                                                                                                                   NORTH ROUNDABOUT




                                                                                                                                                                                                                                                                                               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         .................                                                                                                                                           9        23


     D    28-08-19    ADDED LOT 23-25 DRIVEWAY DETAILS                JP       CL                                                                                                                     Director: CAMERON LANDRETH                                                               DRAWING TITLE:                                                DRAWING NUMBER      REV
                                                                                    DRAWN             MM
     E    29-08-19    ADDED POWERLINES LOT 23-25                      JP       CL                                                                                                                               (RPEQ 19358)
                                                                                                                                             SCALE 1:1000 A3
     F    25-09-19    FINAL RFI                                       CL       CL   DESIGN CHECK       CL
                                                                                                                                                                                                      DRAWING STATUS
                                                                                                                                                                                                                                   07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                 R08                 J
    G     1/11/19     REVISED FOR 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

Page 10

                                                                                           EE
                                                                                             NI
                                                                                                E
                                                                                                    CR
                                                                                                      EE
                                                                                                          K
                                                                                                              RO
                                                                                                                   AD




                                                                                                                                                                       LOT 22
                                                                                                                                                                       3827m²




                                                               DRIVE

                                            NN
                                 F       MA
                              HO
                                                                                                                                                                                                                              EXISTING DRIVEWAY STUB
                                                                                                                                                                                                                              TO LOT 22
       NN
   FMA
HO                                                                                                                                                                                                                            PROPOSED EASEMENT IN LOT 1 TO
                                                                                                                                                                                                                              FACILITATE ACCESS TO LOT 22



                                                                                                                                                                                    UN                                                                                                                                                       LEGEND - NEW WORKS EXTENT
                                                                                                                                                                                           -N
                                                                                                                                                                                              AM
                                                                                                                                                                                                      ED
                                                                                                                                                                                                            RO                                                                                                                                               EXTENT OF AC SEAL
                                                                                                                                                                                                               AD

                                                                                                                                                                                                                                                                                                                                                             EXTENT OF FILL EARTHWORKS


                                                                                                                                                                                                                                                                                                                                                             EXTENT OF CUT EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                             KERB & CHANNEL (B1 TYPE
                                                                                                                                                                                                                                                                                                                                                             450mm CHANNEL)
                                                                                                                                                                                                                                                                                                                                                             EXTENT OF 2m WIDE
                                                                                                                                                                                                                                                                                                                                                             CONCRETE FOOTPATH

                                                                                                                                                                                                                                                                                                                                                             EXTENT OF COMMERICAL
                                                                                                                                                                                                                                                                                                                                                             DRIVEWAY


                                                                                                                                                                                                                                                                                                                                                             EXTENT OF BICYCLE LANE

                                                                                                                                                                                                                                                                                                                                                             ROAD CENTRELINE



                                                                                                                                                                                                                                                                                                                         PROJECT:                                           JOB NUMBER
         REV DATE DESCRIPTION                                          BY   CHKD DRAWN
                                                                                     I GDETAL
                                                                                            IS                                                        SCALE                                                         APPROVED                                                                                             PROPOSED SUBDIVISION                                    1856
            J    2-12-19     REVISED FOR COUNCIL RFI                   MM    CL                                                                                                                                                                                                                                          AT WALTER HAY DRIVE, NOOSAVILLE
                                                                                  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             5.0             10             15              20              25m          .................                                                                                     FOR STOCKWELL PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                 10        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)
            F    25-09-19    FINAL RFI                                 CL    CL   DESIGN CHECK             CL
                                                                                                                                                    SCALE 1:500 A3                                                                                            p 07 5443 8285                                             ROAD WORKS LAYOUT PLAN 6 OF 6                       R09                J
                                                                                                                                                                                                             DRAWING STATUS                                   e [email protected] w www.barlowshelley.com.au
            G    1/11/19     REVISED FOR COUNCIL RFI                   MM    CL                                         This drawing is not to be copied or amended without written permission from
                                                                                  DATE                   21-02-19                                                                                                    FOR APPROVAL                             a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
            H   13-11-2019   REVISED EARTHWORKS AREA                   MM    CL                                         Barlow Shelley Consulting Engineers

Page 11

                                                                                                                                                                                                                                                                       ROAD A




                                                                                                                                                                                                                                                                  PROPOSED GRADE LINE


                                                                                                                                                                                                                                                                                             NATURAL SURFACE




                                                                                                                                                                                                                              CREST CH. 23.401 RL.7.779




                                                                                                                                                                                                                                                                                                                                          IP CH. 86.011 RL.8.109
                                                                                                                                                                                                                                                                                                        IP CH. 73.835 RL.8.007
                                                                                                                                                                                                                              IP CH. 23.401 RL.7.779



                                                                                                                                                                                                                             IP CH. 30.978 RL.7.741
                                                                                                                                                                                                                            IP CH. 24.992 RL.7.685
                                                                                                                                                                                                                            IP CH. 29.464 RL.7.685
                                                                                                                                                                                           IP CH. 12.803 RL.7.510
                                                                                                                                                                                           IP CH. 13.212 RL.7.510
                                                                                                                                                                                         IP CH. 12.582 RL.7.381
                                                                                                                                                                                        IP CH. 10.475 RL.7.344
                                                                                                              Horiz Curve Data                                                                                                                                                                        R-120m




                                                                                                                                                                               2.857%

                                                                                                                                                                                            1.756%

                                                                                                                                                                                                             2.638%



                                                                                                                                                                                                                                3.685%
                                                                                                                                                                                                                                -5.89%




                                                                                                                                                                                                                                                                                                                                 0.838%



                                                                                                                                                                                                                                                                                                                                                                   1.758%
                                                                                                                                                                                                                                  0%
                                                                                                             Vertical Geometry Grade (%)                                                                                                                                0.621%


                                                                                                             Vertical Curve Length (m)
                                                                                                             Vertical Curve Radius (m)
                                                                                                              DATUM R.L.0.000
                                                                                                                                                    CUT
                                                                                                              VOLUMES
                                                                                                                                                    FILL

                                                                                                              NATURAL SURFACE
                                                                                                                                                                       7.188




                                                                                                                                                                                                                    7.703




                                                                                                                                                                                                                                                          8.211




                                                                                                                                                                                                                                                                                 8.549

                                                                                                                                                                                                                                                                                             8.521




                                                                                                                                                                                                                                                                                                                                 8.351
                                                                                                                                                                                                                                                                                                                                 8.337




                                                                                                                                                                                                                                                                                                                                                                            7.982
                                                                                                                                                                                                                                                                                                                                                                            -0.338
                                                                                                              CUT / FILL DEPTH
                                                                                                                                                                       0.143




                                                                                                                                                                                                                    0.014




                                                                                                                                                                                                                                                          0.414




                                                                                                                                                                                                                                                                                 0.628

                                                                                                                                                                                                                                                                                             0.559




                                                                                                                                                                                                                                                                                                                                 0.293
                                                                                                                                                                                                                                                                                                                                 0.269
                                                                                                              DESIGN LEVELS ON
                                                                                                                                                                       7.045




                                                                                                                                                                                                                    7.689




                                                                                                                                                                                                                                                          7.797




                                                                                                                                                                                                                                                                                 7.921

                                                                                                                                                                                                                                                                                             7.962




                                                                                                                                                                                                                                                                                                                                 8.059
                                                                                                                                                                                                                                                                                                                                 8.068




                                                                                                                                                                                                                                                                                                                                                                            8.320
                                                                                                              ROAD CENTRELINE



                                                                                                                                                                                                                                                                                             66.624




                                                                                                                                                                                                                                                                                                                                 81.119




                                                                                                                                                                                                                                                                                                                                                                            98.012
                                                                                                              CHAINAGE
                                                                                                                                                                                                                    20




                                                                                                                                                                                                                                                          40




                                                                                                                                                                                                                                                                                 60




                                                                                                                                                                                                                                                                                                                                 80
                                                                                                                                                                       0




                                                                                                                                                                                                                       LONGITUDINAL SECTION ROAD A




                                                                                                                                                                                                                                                                                                                                                                                     PROJECT:                              JOB NUMBER
REV DATE DESCRIPTION                                BY   CHKD DRAWN
                                                                  I GDETAL
                                                                         IS                                            SCALE                                                               APPROVED                                                                                                                                                                                  PROPOSED SUBDIVISION                       1856
 J    2-12-19     REVISED FOR COUNCIL RFI           MM    CL                                                       SCALE 1:1000 (Horiz.) A3                                                                                                                                                                                                                                          AT WALTER HAY DRIVE, NOOSAVILLE
                                                               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
                                                                                                                                                                                        .................                                                                                                                                                                            FOR STOCKWELL PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                                                11        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)
 F    25-09-19    FINAL RFI                         CL    CL   DESIGN CHECK     CL
                                                                                          0              1            2            3                   4               5m                                                                                                                p 07 5443 8285                                                                              ROAD A LONGITUDINAL SECTION            R10                J
                                                                                                                   SCALE 1:100 (Vert.) A3                                      DRAWING STATUS                                                                                            e [email protected] w www.barlowshelley.com.au
 G    1/11/19     REVISED FOR COUNCIL RFI           MM    CL                             This drawing is not to be copied or amended without written permission from
                                                               DATE           21-02-19                                                                                                       FOR APPROVAL                                                                                a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
 H   13-11-2019   REVISED EARTHWORKS AREA           MM    CL                             Barlow Shelley Consulting Engineers

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