Skip to the record
Accept no substitutions.

Original source · versioned page text

Attachment 3- Civil Engineering Plans B prepared by Barlow Shelly

Attached to the e-mail Response to Information Request - RAL18/0023.

of 15

Plans and drawings: the text below has words only, no drawings.

Log in to see the plans as drawn
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
                                                                                                                                    OVERALL DRIVEWAY LAYOUT 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-R08          ROAD WORKS LAYOUT PLAN 5 OF 6

                                                                                                                  1856-R09          ROAD WORKS LAYOUT PLAN 6 OF 6
PROJECT No:
                                                                                                                  1856-R10          ROAD A LONGITUDINAL SECTION
1856                                                                                                              1856-R11          HOFMANN DRIVE LONGITUDINAL SECTION

                                                                                                                  1856-R12          ROAD B LONGITUDINAL SECTION

                                                                                                                  1856-R13          TYPICAL ROAD SECTIONS

                                                                                                                  1856-R14          ROUNDABOUT DETAIL PLAN

                                                                                                                  1856-R15          INTERSECTION DETAIL PLAN

                                                                                                         STORMWATER WORKS
                                                                                                                  1856-SW01         STORMWATER LAYOUT PLAN 1 OF 6

                                                                                                                 1856-SW02          STORMWATER LAYOUT PLAN 2 OF 6

                                                                                                                 1856-SW03          STORMWATER LAYOUT PLAN 3 OF 6

                                                                                                                 1856-SW04          STORMWATER LAYOUT PLAN 4 OF 6

                                                                                                                 1856-SW05          STORMWATER LAYOUT PLAN 5 OF 6

                                                                      SUBJECT SITE                               1856-SW06          STORMWATER LAYOUT PLAN 6 OF 6

                                                                                                                 1856-SW07          TYPICAL STORMWATER SECTIONS

                                                                                                         WATERMAIN & SEWER WORKS
                                                                                                                  1856-W01          WATERMAIN & SEWAGE LAYOUT PLAN 1 OF 6

                                                                                                                  1856-W02          WATERMAIN & SEWAGE LAYOUT PLAN 2 OF 6

                                                                                                                  1856-W03          WATERMAIN & SEWAGE LAYOUT PLAN 3 OF 6

                                                                                                                  1856-W04          WATERMAIN & SEWAGE LAYOUT PLAN 4 OF 6

                                                                                                                  1856-W05          WATERMAIN & SEWAGE LAYOUT PLAN 5 OF 6

                                                                                                                  1856-W06          WATERMAIN & SEWAGE LAYOUT PLAN 6 OF 6

                                         LOCALITY PLAN
                                         NOT TO SCALE

DRAWING STATUS:

PRELIMINARY CONCEPT
                                                                            PROPERTY DESCRIPTION
                                                                            LOT 3 on SP246584
                                                                            Site Area = 31.7 Ha
                                                                            Proposed Number of Lots 25
           07 5443 8285
           [email protected]     www.barlowshelley.com.au
           PO Box 899, Maroochydore,4558 ABN 89 215 591 077                                                                                                 DRAWING NUMBER
                                                                                                                                                                             -
                                                                                                                                                                             REV


                                                                                                                                                            1856-R01
Log in to download the original file

Attachment 3- Civil Engineering Plans B prepared by Barlow Shelly.pdf · 1.7 MB (small file)

Full text of the other 14 pages

Page 2

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



                                                                                                                                                                   LO
                                                                                                                                                                       T2
                                                                                                                                                                         2                          EE
                                                                                                                                                                                                      NI
                                                                                                                                                                                                         E
                                                                                                                                                                                                              CR                               LOT 23
                                                                                                                                       N      N DRIVE                                                              EE
                                                                                                                                                                                                                                                                      LOT 24
                                                                                  RENE STREET
                                                                                                                              F     MA                                                                                K
                                                                                                                                                                                                                           RO
                                                                                                                           HO                                                                                                 A    D
                                                                                                                                                                                                                                                                                              LOT 25
                                                                                                                                                                                                                                                                                              1.497
                                                                                                                                                                                                                                                                                                    Ha




                                                                                                                                                                                                                                                      LOT 2
                                                                                                                                                                                 LOT 1
                                                                                                                                                                                 12.782 Ha




                                                                                                                                     LOT 21




                                                                                                                   HO
                                                                                                                                                                                                                                                                                                              1856-W04




                                                                                                                       FM
                                                                                                                                                                                                                                                                                                             1856-SW04




                                                                                                                           AN
                                                                                                                                                                                                                                                                                                              1856-R06




                                                                                                                                                  20
                                                                                                                              N



                                                                                                                                               T
                                                                                                                                 DR


                                                                                                                                             LO


                                                                                                                                                       19
                                                                                                                                   IV
                                                                                                                                       E




                                                                                                                                                       T

                                                                                                                                                            18




                                                                                                                                                                                                                                                                                       E
                                                                                                                                                    LO




                                                                                                                                                                                                                                                                                     Y DRIV
                                                                                                                                                            T
                                                                                                                                                                                                                        LOT 3




                                                                                                                                                                   17
                                                                                                                                                           LO
                                                                                                                                                                                                                        4.343 Ha




                                                                                                                                                                   T
                                                                                                                                                                LO
                                                                                                                                                                                                                                                            LOT 7




                                                                                                                                                                                                                                                                                 ER HA
                                                                                                                                                                                                                                                            2.975 Ha




                                                                                                                                                                                                                                                                               WALT
                                                                                             1856-W03
                                                                                            1856-SW03




                                                                                                                                                                               4
                                                                                            1856-R05




                                                                                                                                                                             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




                                                                                                                                                                                                              E
                                                                                                                                                                                                           RIV
                                                                                                                                                                                                         YD
                                                                                                                                                                                                     HA

                                                                                                                                                                                                                                                                      1856-W01
                                                                                                                                                                                                    R



                                                                                                                                                                                                                                                                     1856-SW01
                                                                                                                                                                                                    TE




                                                                                                                                                                                                                                                                      1856-R03
                                                                                                                                                                                                AL
                                                                                                                                                                                                W




                                                                                                                                                                                                                                                                          PROJECT:                                           JOB NUMBER
REV DATE DESCRIPTION   BY   CHKD                                                           SCALE                                                       APPROVED                                                                                                                                                                   1856
                                   DATUM           AHD                                                                                                                                                                                                                                                                   SHEET:        OF
                                   DESIGN          MM
                                                              0              40             80             120            160              200m      .................                                                                                                                                                             2        15


                                                                                                                                                  Director: CAMERON LANDRETH                                                                                              DRAWING TITLE:                                 DRAWING NUMBER      REV
                                   DRAWN           MM
                                                                                          SCALE 1:4000 A3                                                   (RPEQ 19358)
                                   DESIGN CHECK     CL
                                                                                                                                                  DRAWING STATUS
                                                                                                                                                                                                           07 5443 8285
                                                                                                                                                                                                           [email protected]    www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                              R02
                                                             This drawing is not to be copied or amended without written permission from
                                   DATE           21-02-19                                                                                               FOR APPROVAL
                                                             Barlow Shelley Consulting Engineers                                                                                                         PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 3

 LEGEND - NEW WORKS EXTENT

            DENOTES DRIVEWAY ACCESS POINTS




                                                                                                                                                                             LO
                                                                                                                                                                                  T2
                                                                                                                                                                                    2                          EE
                                                                                                                                                                                                                 NI
                                                                                                                                                                                                                    E
                                                                                                                                                                                                                         CR                               LOT 23
                                                                                                                                                 N      N DRIVE                                                               EE
                                                                                                                                                                                                                                                                                LOT 24
                                                                                            RENE STREET
                                                                                                                                        F     MA                                                                                 K
                                                                                                                                                                                                                                      RO
                                                                                                                                     HO                                                                                                  A    D
                                                                                                                                                                                                                                                                                                        LOT 25
                                                                                                                                                                                                                                                                                                        1.497
                                                                                                                                                                                                                                                                                                              Ha




                                                                                                                                                                                                                                                                 LOT 2
                                                                                                                                                                                            LOT 1
                                                                                                                                                                                            12.782 Ha




                                                                                                                       HO
                                                                                                                         FM
                                                                                                                                               LOT 21




                                                                                                                           AN
                                                                                                                             N
                                                                                                                                    DR




                                                                                                                                                             20
                                                                                                                                                            T


                                                                                                                                                                  19
                                                                                                                                                        LO


                                                                                                                                                                  T

                                                                                                                                                                        18
                                                                                                                                                                LO




                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                         T

                                                                                                                                                                              17




                                                                                                                                                                                                                                                                                               Y DRIV
                                                                                                                                                                      LO
                                                                                                                                                                                                                                   LOT 3




                                                                                                                                                                              T
                                                                                                                                                                             LO
                                                                                                                                                                                                                                   4.343 Ha
                                                                                                                                                                                                                                                                       LOT 7




                                                                                                                                                                                                                                                                                           ER HA
                                                                                                                                                                                                                                                                       2.975 Ha




                                                                                                                                                                                                                                                                                         WALT
                                                                                                                                                                                          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

                                                                                                                                                                                              LOT 12




                                                                                                                                                                                                                         E
                                                                                                                                                                                                                      RIV
                                                                                                                                                                                                                    YD
                                                                                                                                                                                                                HA
                                                                                                                                                                                                               R
                                                                                                                                                                                                               TE
                                                                                                                                                                                                           AL
                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                    PROJECT:                           JOB NUMBER
REV DATE DESCRIPTION             BY   CHKD                                                           SCALE                                                        APPROVED                                                                                                                                                  1856
                                             DATUM           AHD                                                                                                                                                                                                                                                   SHEET:        OF
                                             DESIGN          MM
                                                                        0              40             80             120            160              200m       .................                                                                                                                                            3        15


                                                                                                                                                            Director: CAMERON LANDRETH                                                                                              DRAWING TITLE:                 DRAWING NUMBER      REV
                                             DRAWN           MM
                                                                                                    SCALE 1:4000 A3                                                   (RPEQ 19358)
                                             DESIGN CHECK     CL
                                                                                                                                                            DRAWING STATUS
                                                                                                                                                                                                                      07 5443 8285
                                                                                                                                                                                                                      [email protected]    www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                        R03
                                                                       This drawing is not to be copied or amended without written permission from
                                             DATE           21-02-19                                                                                              FOR APPROVAL
                                                                       Barlow Shelley Consulting Engineers                                                                                                          PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 4

                                                                      5
                                                                 6.32
                                                                                                                                                                                                                                                                                      LOT 9




                                                                                                             1
                            DB
                                                                                                                                                                                                                                    RO                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                                                                                   IV




                                                                                                                           2
                                                                                                                                                                                                                                      AD                                                                                                                                                          R




                         ROA
                                                                                                                                                                                                                                             A                                                                                                                                                   D
                                                                                                                                                                                                                                                                                                                                                                                             Y
                                                                                                                                                                                                                                                                                                                                                                                            A
                                                                                                                                                                                                                                                                                                                                                                                        H
                                                                                                                                                                                                                                                                                                                                                                                   ER




                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                 LT




                                                                                                                                                                                                                                     4.5
                                                                                                                                                                                                                                                                                                                                                                              A
                                                                                                                                                                                                                                                                                                                                                                             W




                                                                                                                                                                                                             2




                                                                                                                                                                                                                                            84
                                                                                                                                                                                                                             4 .5


                                                                                                                                                                                                                                         5.2
                                 4.0
                                                                                   LOT 16

                                                                                                                                                          8.0




                                                                                                                                                                     B
                                                                                                                                                                  AD
                                                                                                                                                                RO
                                              8.0

                                                               4. 9
                                                                                                                                                                                                              LOT 10

                                                                                                                                                                                                      <1
                                                                                                                                                                                                        %
            >
           1%




                                                                                                                                                                <
                                                                                                                                                                 1%
                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                             3                .7
                                                                                                                                                                                                                       8.6                  S5
                                                                                                                                                                                                                     FL
     1




                    LOT 13                                                                                                                                                                                                                 N
      1




                                                                                                                                       LOT 11
   7.
FL




                                                                                                                                                                                                             1:2
                                                                                                                                                                                                                 >
                                              >




                                                                                                                                                                                          22
                                            1%




                                                                                                                                                                                      8.
                                                                                                                                                                                    FL
                                                                                                                        <1%
                                                                          LOT 12




                                                                                                                                                                                    86
                                       45




                                                                                                                                                                     1:



                                                                                                                                                                                  3.
                                                                                                                                                                     2>
                                  7.




                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                E
                                                                                 1%>




                                                                                                                                                                                          T




                                                                                                                                                                              N
                                 FL




                                                                                                                                                                                        N                                                                                  IV                                                                                    EARTHWORKS VOLUMES
                1:2>




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




                                                                                                                                                                                                                                                      LT
                    3.




                                                                                                                                                                                                                                                  A                                                                                                                                              FILL      88,624.529
                 S
                N




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




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




                                                                          FL
                                                                                                                                            17




                                                                                                                      FL                                                                                                                                                                                                                                                                         FILL      0
                                                                                                                                          3.
                                                                                                                                       S
                                                                                                                                      N




                                                                                                                                                                                                                                                                                                                                                                                                 BALANCE   -88,367.762
                                                              18
                                                           3.




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




                                                                                                                                                                                                                                                                                                                                                                                                 CUT BAL. -88.367.762
                                                                                            >




                                                                                                                                                                                                                                                                                                                                                                                                 EXCESS. -56.247 (CUT)


                                                               COVENANT

                                                                                                                                                                                                                                                                                                                                                                 LEGEND - NEW WORKS EXTENT

                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF AC SEAL


                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF FILL EARTHWORKS


                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF CUT EARTHWORKS

                                                                                                                                                                                                                                                                                                                                                                                        KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                                                                                                        EXTENT OF COMMERICAL DRIVEWAY
                                                                                                                                      IVE
                                                                                                                                  DR




                                                                                                                                                                                                                                                                                                                                                                                        ROAD CENTRELINE
                                                                                                                                  Y
                                                                                                                               HA




                                                                                                                                                                                                                                                                                                                                                PROJECT:                                                             JOB NUMBER
                                                                                                                           ER




     REV DATE DESCRIPTION                                 BY          CHKD                                                                     SCALE                                                       APPROVED                                                                                                                                                                                                       1856
                                                                                                                          T
                                                                                                                       AL




                                                                                                   AHD
                                                                                                                      W




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


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

Page 5

                                                       5
                                                    5.0                            2.5
                                                                                       5




                                                                                           60
                                                                                        3.
                PROPOSED DRAINAGE                                                      S                              6.325
                                                                                   N


                                                                                                                                                                  LOT 4
                                                                                                             5
                                                                                                        12.6
                                                                                             2
                                                                                                             1

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




                                                                                                                                                       H
                                                                                                                                                        O
                                                                                                                                                         FM
                                                1:2>




                                                                                                                                                           A
                                                                                                                                                            N
                                                                                                                   >




                                                                                                                                                             N
                                                                                                                  7
                                                                                                               1:




                                                                                                                                                                      D
                                                                     7                                                                                                                                                                                             LOT 6                                                                                                                                                            LOT 8




                                                                                                                                                                          R
                                                                   .2




                                                                                                                                                                           IV
                                                              6




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




                                                                                                                                                                                                                                                                                                       12
                                                                                                                                                                                                                                                                                                                                                               DRIVEWAY CROSSOVER TYPE D2




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




                                                                                                                                                                                                                                              5.05
                                                                                                                                                                                                                  5
                                                                                                                                                                                                              6.32
                                                                                                                                                                                                                                                                                                                                                                                                                            LOT 9




                                                                                                                                                                                                                                                            2.55

                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                     5.05
                                                                                                                                                  DB
                                                                                                                                                              8.0                                                                                                                                                                                                            RO




                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                                                                                               AD
                                                                                                                                                 ROA



                                                                                                                                                                                                                                                                                                                                                                                        A




                                                                                                                                                                                                                                                                                                                                                                              4.5
                           00              0
                         3.          6   .5
                        S                                                1%>
                                  FL




                                                                                                                                                                                                                                                                                                                                                                                    84
                    N




                                                                                                                                                                                                                                                                                                                                                                       4.5


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




                                                                                                                                                                                                                                                                                                       B
                                                                                                                                                                                                                                           TO IPWEAQ RS-051




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




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

                                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND - NEW WORKS EXTENT
                                                                                                                              >
                                                                                                                          1%




                                                                                                                                                                                                                                                                                                  <
                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF AC SEAL




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




                                                                                                                                                                                                                                                                                                                                                1:2
                                                                                                 1:                                                                                                              TO IPWEAQ RS-051




                                                                                                                                                                                                                                                                                                                                                  >
                                                                                           2>
                                                                                                                                                                              >




                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF CUT EARTHWORKS
                                                                                71




                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                            1%




                                                                                                                                                                                                                                                                                                                         .2
                                                                              2.




                                                                                                                                                                                                                                                                                                                       8
                                                                          S                                                                                                                                                                                                                                                                                                                                                                                 KERB & CHANNEL (B1




                                                                                                                                                                                                                                                                                                                    FL
                                                                                                                                                                                                                                                                         <1%




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

                                                                                                                                                                                                                                                                                                                     86
                                                                                                                                                                    45
                                                                                                                                                                                                                                                                                                   1:



                                                                                                                                                                                                                                                                                                                    3.
                                                                                                                                                              7.
                                                                                                                                                                                                                                                                                                     2>


                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF COMMERICAL
                                                                                                                                                            FL                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                            1%>




                                                                                                                                                                                                                                                                                                                             T
                                                                                                                                                                                                                                                                                                                N


                                                                                                                                                                                                                                                                                                                         N                                                                                         IV
                                                                                                                                    1:2>




                                                                                                                                                                                                                                                                                                                      A                                                                                           R                                         DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                                                                                                                                    EN                                                                                   AY
                                                                                                                                                                                                                                                                                                                V                                                                                                                                           ROAD CENTRELINE
                                                                                                                                                                                                                                                                                                               O                                                                                        H
                                                                                                                                                                                                                                                                                                            C
                                                                                                                                                                                                                                                                                                                                                                                                   ER
                                                                                                                                             07




                                                                                                                                                                                                                                                                                                                                                                                                 LT
                                                                                                                                            3.




                                                                                                                                                                                                                                                                                                                                                                                             A                                                              DRAINAGE RESERVE
                                                                                                                                        S
                                                                                                                                    N




                                                                                                                                                                                                                                                                                  1:2                                                                                                       W
                                                                                                                                                                                                                                                                                        >
                                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                             JOB NUMBER
REV DATE DESCRIPTION                                               BY         CHKD                                                                                                   SCALE                                                       APPROVED                                                                                                                                                                                                                     1856
                                                                                             DATUM                                  AHD                                                                                                                                                                                                                                                                                                                              SHEET:        OF
                                                                                             DESIGN                                 MM
                                                                                                                                                        0                10           20             30               40             50m      .................                                                                                                                                                                                                                5        15


                                                                                                                                                                                                                                           Director: CAMERON LANDRETH                                                                                                               DRAWING TITLE:                                                                   DRAWING NUMBER      REV
                                                                                             DRAWN                                  MM
                                                                                                                                                                                   SCALE 1:1000 A3                                                   (RPEQ 19358)
                                                                                             DESIGN CHECK                            CL
                                                                                                                                                                                                                                           DRAWING STATUS
                                                                                                                                                                                                                                                                                                           07 5443 8285
                                                                                                                                                                                                                                                                                                           [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R05
                                                                                                                                                       This drawing is not to be copied or amended without written permission from
                                                                                             DATE                              21-02-19                                                                                                              FOR APPROVAL
                                                                                                                                                       Barlow Shelley Consulting Engineers                                                                                                                 PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 6

                                                    HO
                                                                                                        LOT 21




                                                      FM
                                                         AN
                                                            N
                                                            DR
                                                              IV
                                                                E
                                                                                           PROPOSED DRIVEWAY TYPE B2
                                                                                           TO IPWEAQ RS-051




                                                                                                                                            LOT 20

                                    CUT OUT EXISITING MEDIAN AND
                               REINSTATE PAVEMENT TO FACILITATE
                                  ACCESS TO NEW DRIVEWAYS- TYP.



                                                                                                                                                                           LOT 19




                                                                                                                                                                      PROPOSED DRIVEWAY TYPE B2
                                                                                                                                                                      TO IPWEAQ RS-051

                                                                                                                                                                                            LOT 18




                                                                                                                                                                                                                              LOT 17




                                                                                                                                                                                                                        PROPOSED DRIVEWAY TYPE B2
                                                                                                                                                                                                                        TO IPWEAQ RS-051


                                                                                                                                                                                                  H
                                                                                                                                                                                                   O
                                                                                                                                                                                                      FM
                                                                                                                                                                                                        A
                                                                                                                                                                                                           N
                                                                                                                                                                                                             N
 LEGEND - NEW WORKS EXTENT                                                                                                                                                                                         D
                                                                                                                                                                                                                    R
                                                                                                                                                                                                                        IV                                    60
                                                                                                                                                                                                                          E                              3.
                                                                                                                                                                                                                                                      S
                       EXTENT OF AC SEAL                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                     EXISTING 4/1200x600
                                                                                                                                                                                                                                                                     BOX CULVERT
                       EXTENT OF FILL EARTHWORKS
                                                                                                                                                                                                               5
                                                                                                                                                                                                            5.0                  2.5
                                                                                                                                                                                                                                    5

                       EXTENT OF CUT EARTHWORKS
                                                                                                                                                                                      STORMWATER
                       KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
                                                                                                                                                                                                                                   60
                                                                                                                                                                                                                                 3.
                                                                                                                                                                                                                                S
                                                                                                                                                                                                                              N


                       EXTENT OF 2m WIDE CONCRETE FOOTPATH


                       EXTENT OF COMMERICAL DRIVEWAY                                                                                                                                                                                                                                          LOT 4
                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                 12.6
                       ROAD CENTRELINE

                                                                                                                                                                                                                                                                                                 PROJECT:             JOB NUMBER
REV DATE DESCRIPTION                 BY    CHKD                                                              SCALE                                                      APPROVED                                                                                                                                           1856
                                                  DATUM              AHD                                                                                                                                                                                                                                          SHEET:        OF
                                                  DESIGN             MM
                                                                                0              10             20             30              40              50m      .................                                                                                                                                     6        15


                                                                                                                                                                   Director: CAMERON LANDRETH                                                                                                    DRAWING TITLE:   DRAWING NUMBER      REV
                                                  DRAWN              MM
                                                                                                           SCALE 1:1000 A3                                                   (RPEQ 19358)
                                                  DESIGN CHECK        CL
                                                                                                                                                                   DRAWING STATUS
                                                                                                                                                                                                                              07 5443 8285
                                                                                                                                                                                                                              [email protected]          www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                       R06
                                                                               This drawing is not to be copied or amended without written permission from
                                                  DATE              21-02-19                                                                                             FOR APPROVAL
                                                                               Barlow Shelley Consulting Engineers                                                                                                            PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 7

                                                                        EE
                                                                             NI
                                                                                 E
                                                                                     CR
                                                                                       EE
                                                                                            K
                                                                                                RO
                                                                                                     AD




                               PROPOSED ACCESS DRIVEWAY
                               OFF INTERNAL PARKING ISLE.
                               TYPE B2 TO IPWEAQ RS-051




                                                                                                                            DRIVEWAY ACCESS TO LOTS 22-25
         U




                                  LOT 2
          N




                                                                                                                          OFF EXISTING ROUNDABOUT. REFER
             -N




                                                                                                                                   TRAFFIC ENG ON PLAN R08
               AM
                ED
                    R
                     O
                     AD




                                                                     AD
                                                                   RO
                                                          M ED
                                                      -NA
                                                 UN




                                                                                     PROPOSED DRIVEWAY TYPE D1                                                                                                                                                                      LEGEND - NEW WORKS EXTENT
                                                                                     TO IPWEAQ RS-051
                                                                                                                                                                                                                                                                                                    EXTENT OF AC SEAL


                                                                                                                                                                                                                                                                                                    EXTENT OF FILL EARTHWORKS
                                                                                                                                                                                                   E
                                                                                                                                                                                             Y DRIV




                                                                                                                                                                                                                                                                                                    EXTENT OF CUT EARTHWORKS
                                                                                                                                                                                           ER HA




                                                                                                                                                                                                                                                                                                    KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
                                                                                                                                                                                          WALT




                                                                                                                                                                                                                                                                                                    EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                    EXTENT OF COMMERICAL DRIVEWAY

                                                                                                                                                                                                                                                                                                    ROAD CENTRELINE

                                                                                                                                                                                                                                                                   PROJECT:                                                     JOB NUMBER
REV DATE DESCRIPTION      BY     CHKD                                                                  SCALE                                                      APPROVED                                                                                                                                                          1856
                                        DATUM                 AHD                                                                                                                                                                                                                                                          SHEET:        OF
                                        DESIGN              MM
                                                                             0            10            20             30              40              50m      .................                                                                                                                                                    7        15


                                                                                                                                                             Director: CAMERON LANDRETH                                                                            DRAWING TITLE:                                          DRAWING NUMBER      REV
                                        DRAWN               MM
                                                                                                     SCALE 1:1000 A3                                                   (RPEQ 19358)
                                        DESIGN CHECK          CL
                                                                                                                                                             DRAWING STATUS
                                                                                                                                                                                                       07 5443 8285
                                                                                                                                                                                                       [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                R07
                                                                         This drawing is not to be copied or amended without written permission from
                                        DATE             21-02-19                                                                                                  FOR APPROVAL
                                                                         Barlow Shelley Consulting Engineers                                                                                           PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 8

                                                         LOT 23




                                                                                                                                                                      LOT 24




                                                                                                                                                                                                                                       LOT 25
                                                                                                                                                                                                                                       1.497 Ha




                                                                                                                                EE
                                                                                                                                    NI
                                                                                                                                        E
                                                                                                                                            CR
                                                                                                                                                 EE
                                                                                                                                                      K
                                                                                                                                                           RO
                                                                                                                                                                 AD




                                                                     PROPOSED ACCESS DRIVEWAY
                                                                     OFF INTERNAL PARKING ISLE.
                                                                     TYPE B2 TO IPWEAQ RS-051




                                                                                                                                                                                 DRIVEWAY ACCESS TO LOTS 22-25
                       U




                                                                         LOT 2
                       N




                                                                                                                                                                               OFF EXISTING ROUNDABOUT. REFER
                           -N




                                                                                                                                                                                        TRAFFIC ENG ON PLAN R08                                                                                LEGEND - NEW WORKS EXTENT
                            AM
                                ED




                                                                                                                                                                                                                                                                                                               EXTENT OF AC SEAL
                                     R
                                     O
                                         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

                                                                                                                                                                                                                                                                                                               ROAD CENTRELINE

                                                                                                                                                                                                                                                                              PROJECT:                                                     JOB NUMBER
REV DATE DESCRIPTION            BY       CHKD                                                              SCALE                                                        APPROVED                                                                                                                                                               1856
                                                DATUM              AHD                                                                                                                                                                                                                                                                SHEET:        OF
                                                DESIGN             MM
                                                                              0              10             20             30               40             50m         .................                                                                                                                                                        8        15


                                                                                                                                                                 Director: CAMERON LANDRETH                                                                                   DRAWING TITLE:                                          DRAWING NUMBER      REV
                                                DRAWN              MM
                                                                                                         SCALE 1:1000 A3                                                   (RPEQ 19358)
                                                DESIGN CHECK        CL
                                                                                                                                                                  DRAWING STATUS
                                                                                                                                                                                                                  07 5443 8285
                                                                                                                                                                                                                  [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                           R08
                                                                             This drawing is not to be copied or amended without written permission from
                                                DATE              21-02-19                                                                                               FOR APPROVAL
                                                                             Barlow Shelley Consulting Engineers                                                                                                  PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 9

                                                          EE
                                                            NI
                                                               E
                                                                   CR
                                                                     EE
                                                                         K
                                                                             RO
                                                                                  AD




                                                                                                                                                                                                                                                                                  EE
                                                                                                                                      LOT 22                                                                                                                                        NI
                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                          CR
                                                                                                                                                                                                                                                                                            EE
                                                                                                                                                                                                                                                                                               K
                                                                                                                                                                                                                                                                                                   RO
                                                                                                                                                                                                                                                                                                        AD



                                  DRIVE
                                                                                                                                                                                             EXISTING DRIVEWAY STUB
                                                                                                                                                                                             TO LOT 22
                             NN
                      F   MA
                   HO



       NN
   FMA
HO




                                                                                                                                                   UN
                                                                                                                                                          -N
                                                                                                                                                             AM
                                                                                                                                                                     ED
                                                                                                                                                                           RO
                                                                                                                                                                              AD
                                                                                                                                                                                                                                                                                                             LEGEND - NEW WORKS EXTENT

                                                                                                                                                                                                                                                                                                                             EXTENT OF AC SEAL


                                                                                                                                                                                                                                                                                                                             EXTENT OF FILL EARTHWORKS


                                                                                                                                                                                                                                                                                                                             EXTENT OF CUT EARTHWORKS

                                                                                                                                                                                                                                                                                                                             KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                                                                                                                                                                                                                                                                                                                             EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                                             EXTENT OF COMMERICAL DRIVEWAY

                                                                                                                                                                                                                                                                                                                             ROAD CENTRELINE

                                                                                                                                                                                                                                                                                       PROJECT:                                                          JOB NUMBER
         REV DATE DESCRIPTION       BY    CHKD                                                                       SCALE                                                         APPROVED                                                                                                                                                                  1856
                                                 DATUM                    AHD                                                                                                                                                                                                                                                                       SHEET:        OF
                                                 DESIGN                  MM
                                                                                        0             5.0             10             15              20              25m          .................                                                                                                                                                           9        15


                                                                                                                                                                            Director: CAMERON LANDRETH                                                                                 DRAWING TITLE:                                               DRAWING NUMBER      REV
                                                 DRAWN                   MM
                                                                                                                   SCALE 1:500 A3                                                     (RPEQ 19358)
                                                 DESIGN CHECK             CL
                                                                                                                                                                            DRAWING STATUS
                                                                                                                                                                                                                      07 5443 8285
                                                                                                                                                                                                                      [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                                         R09
                                                                                       This drawing is not to be copied or amended without written permission from
                                                 DATE                   21-02-19                                                                                                    FOR APPROVAL
                                                                                       Barlow Shelley Consulting Engineers                                                                                            PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 10

                                                                                                                                                                              ROAD A




                                                                                                                                                                                                                                           PROJECT:             JOB NUMBER
REV DATE DESCRIPTION   BY   CHKD                                                           SCALE                                                      APPROVED                                                                                                       1856
                                   DATUM           AHD                                                                                                                                                                                                      SHEET:        OF
                                   DESIGN          MM
                                                              0              10             20             30              40              50m      .................                                                                                                10        15


                                                                                                                                                 Director: CAMERON LANDRETH                                                                DRAWING TITLE:   DRAWING NUMBER      REV
                                   DRAWN           MM
                                                                                         SCALE 1:1000 A3                                                   (RPEQ 19358)
                                   DESIGN CHECK     CL
                                                                                                                                                 DRAWING STATUS
                                                                                                                                                                               07 5443 8285
                                                                                                                                                                               [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                 R10
                                                             This drawing is not to be copied or amended without written permission from
                                   DATE           21-02-19                                                                                             FOR APPROVAL
                                                             Barlow Shelley Consulting Engineers                                                                               PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 11

                                                                                                                                                                              NEW HOFMANN DRIVE EXTENSION



                                                         ROUNDABOUT                                       LANE




                                                                                                                                                                                                                                               PROJECT:             JOB NUMBER
REV DATE DESCRIPTION   BY   CHKD                                                           SCALE                                                      APPROVED                                                                                                           1856
                                   DATUM           AHD                                                                                                                                                                                                          SHEET:        OF
                                   DESIGN          MM
                                                              0              10             20             30              40              50m      .................                                                                                                    11        15


                                                                                                                                                 Director: CAMERON LANDRETH                                                                    DRAWING TITLE:   DRAWING NUMBER      REV
                                   DRAWN           MM
                                                                                         SCALE 1:1000 A3                                                   (RPEQ 19358)
                                   DESIGN CHECK     CL
                                                                                                                                                 DRAWING STATUS
                                                                                                                                                                                    07 5443 8285
                                                                                                                                                                                    [email protected]     www.barlowshelley.com.au
                                                                                                                                                                                                                                                                     R11
                                                             This drawing is not to be copied or amended without written permission from
                                   DATE           21-02-19                                                                                             FOR APPROVAL
                                                             Barlow Shelley Consulting Engineers                                                                                   PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 12

                                                                                                                                                                                            ROAD B




                                                  ROUNDABOUT                                      LANE                                 TRAFFIC ISLAND




                                                                                                                                                                                                                                           PROJECT:             JOB NUMBER
REV DATE DESCRIPTION   BY   CHKD                                                            SCALE                                                      APPROVED                                                                                                      1856
                                   DATUM            AHD                                                                                                                                                                                                     SHEET:        OF
                                   DESIGN           MM
                                                               0              10             20             30              40              50m      .................                                                                                               12        15


                                                                                                                                                  Director: CAMERON LANDRETH                                                               DRAWING TITLE:   DRAWING NUMBER      REV
                                   DRAWN            MM
                                                                                          SCALE 1:1000 A3                                                   (RPEQ 19358)
                                   DESIGN CHECK      CL
                                                                                                                                                  DRAWING STATUS
                                                                                                                                                                               07 5443 8285
                                                                                                                                                                               [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                 R12
                                                              This drawing is not to be copied or amended without written permission from
                                   DATE            21-02-19                                                                                             FOR APPROVAL
                                                              Barlow Shelley Consulting Engineers                                                                              PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 13

                                                                                                                                                                                                         7.10




                                                                                                                                                                                       4.60              2.55                    4.60




                                                                                                                                           PROPOSED BIKE LANE

                                                                                                                                                                              1.0   3.50                 4.8                            4.50




                                                                                                    PROPOSED B1 KERB TYPE




                                                                                                                                                                                                                                                          PROJECT:             JOB NUMBER
REV DATE DESCRIPTION   BY   CHKD                                                           SCALE                                                      APPROVED                                                                                                                      1856
                                   DATUM           AHD                                                                                                                                                                                                                     SHEET:        OF
                                   DESIGN          MM
                                                              0              2               4              6              8               10m      .................                                                                                                               13        15


                                                                                                                                                 Director: CAMERON LANDRETH                                                                               DRAWING TITLE:   DRAWING NUMBER      REV
                                   DRAWN           MM
                                                                                           SCALE 1:200 A3                                                  (RPEQ 19358)
                                   DESIGN CHECK     CL
                                                                                                                                                 DRAWING STATUS
                                                                                                                                                                                              07 5443 8285
                                                                                                                                                                                              [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                R13
                                                             This drawing is not to be copied or amended without written permission from
                                   DATE           21-02-19                                                                                             FOR APPROVAL
                                                             Barlow Shelley Consulting Engineers                                                                                              PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 14

                                                                                                                                                                       4.1
                                                                                                                                                                     R2
           4.9




                                                                                                                                           4.95                                    R1
                                                                                                                                                                                     2
                                                                                                                                        R2
                                                                                                                                                                                                12.1




                                                                                                                                                                                                                 R24.1
                                                                                                          5.05
                               6.325




                                                           11
                                             2.55




                                                                                                                 5.05
                       6.325




                                                                                                                                                                                                                             R25
                                                                                                                                 R11
                                                           11




                                                                                                                                                                                                                                                               5
                                                                                                                                                            R30




                                                                                                                                                                                                                                                              4.9
                                                                                                                                                                                                R25
                                                                                                                                                      1




                                                                                                                                                                                                         1
                                                                                                                                                                               0
                                                                                                                                                                             R1




                                                                                                                                                                                                               2
                                                                                                                                                  2




                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                       4.9
                                                                                                                                            4.9




 LEGEND - NEW WORKS EXTENT
                                                                                                                                                            8.0

                       EXTENT OF AC SEAL


                       EXTENT OF FILL EARTHWORKS


                       EXTENT OF CUT EARTHWORKS

                       KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                       EXTENT OF 2m WIDE CONCRETE FOOTPATH
                                                                                                                  3.9
                                                                                                                        5

                       EXTENT OF COMMERICAL CONC. DRIVEWAY

                       ROAD CENTRELINE

                                                                                                                                                                                                                                                              PROJECT:             JOB NUMBER
REV DATE DESCRIPTION                   BY   CHKD                                                            SCALE                                                         APPROVED                                                                                                      1856
                                                    DATUM           AHD                                                                                                                                                                                                        SHEET:        OF
                                                    DESIGN          MM
                                                                               0             5.0             10             15              20              25m      .................                                                                                                  14        15


                                                                                                                                                                  Director: CAMERON LANDRETH                                                                  DRAWING TITLE:   DRAWING NUMBER      REV
                                                    DRAWN           MM
                                                                                                          SCALE 1:500 A3                                                    (RPEQ 19358)
                                                    DESIGN CHECK     CL
                                                                                                                                                                  DRAWING STATUS
                                                                                                                                                                                               07 5443 8285
                                                                                                                                                                                               [email protected]         www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                    R14
                                                                              This drawing is not to be copied or amended without written permission from
                                                    DATE           21-02-19                                                                                               FOR APPROVAL
                                                                              Barlow Shelley Consulting Engineers                                                                              PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 15

                                                                                                                                                                                                                                                                                 LEGEND - NEW WORKS EXTENT
                                                                       5
                                                                   5.0
                                                                                                                                                                                                                                                                                                       EXTENT OF AC SEAL

                           1
                                                                                                                                                                                                                                                                                                       EXTENT OF FILL EARTHWORKS
                                                              5
                                                 5        2.5
                       2                   5.0
                                                                                                                                                                                                                                                                                                       EXTENT OF CUT EARTHWORKS

                                                                                                                                                                                                                                                                                                       KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                                                                                                                                                                                                                                                                                                       EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                       EXTENT OF COMMERICAL DRIVEWAY
                                                                                            .65
                                                                                          12
                                                                                                                                                                                                                                                                                                       ROAD CENTRELINE




                                                                                                                                   .65
                                                                                                                                 12
                                                                                                                                      R12.5




                                                                                                                                                                                               5
                                                                                                                                                                                              2.5




                                                                                                                                                                                                                                   5.05




                                                                                                                                                                                                                                                                                                                                4.525
                                                                                                                                                                                  R12.5




                                                                                                                                                                                                                                                                                                      5.05
                                                                                                                                                                                                                   5.05




                                                                                                                                                                                                                                                                                                                   2.55
                                                                                                                                                                                                                                                                                               5.05
                                                                                                                                                                                                                                                                    1

                                                                                                                                                                                                                                                                           2
                                                                                                                    4.00




                                                                                                                                                                                                                                                                                                                                    4.525
                                                                                                8.0




                                                                                                                                                                                                                                                                PROJECT:                                                       JOB NUMBER
REV DATE DESCRIPTION           BY   CHKD                                                                 SCALE                                                        APPROVED                                                                                                                                                      1856
                                           DATUM                  AHD                                                                                                                                                                                                                                                      SHEET:            OF
                                           DESIGN                 MM
                                                                            0             2.5              5               7.5            10             12.5m      .................                                                                                                                                                   15        15


                                                                                                                                                                 Director: CAMERON LANDRETH                                                                     DRAWING TITLE:                                             DRAWING NUMBER          REV
                                           DRAWN                  MM
                                                                                                         SCALE 1:250 A3                                                    (RPEQ 19358)
                                           DESIGN CHECK           CL
                                                                                                                                                                 DRAWING STATUS
                                                                                                                                                                                                    07 5443 8285
                                                                                                                                                                                                    [email protected]      www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                R15
                                                                           This drawing is not to be copied or amended without written permission from
                                           DATE              21-02-19                                                                                                  FOR APPROVAL
                                                                           Barlow Shelley Consulting Engineers                                                                                      PO Box 899, Maroochydore,4558 ABN 89 215 591 077

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.