240608Opw-b

DESIGN LINE SETOUT - ACCESS DRIVEWAY
POINT CHAINAGE   EASTING    NORTHING       LEVEL                  BEARING                    RAD/SPIRAL A.LENGTH               D.ANGLE
 IP 1   -4.844   3090.340     7997.750     1.680                                                                                                                                                                                                                                                                  LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                    LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                                                                     LTD

 TC     34.500   3050.936     7997.750     2.482
                                                                                                                                                                                                                                                                                                                                                                           RPEQ 4928

IP 2    42.733   3045.038     7992.936     2.572                                                      R = -6.000       9.425                                                                                                                                                                                      OFF. 2C/82 PARKER STREET, MAROOCHYDORE                 PH 54 792 118

                                                                                                                                                                                                                                                                                                                 THIS DRAWING REMAINS THE PROPERTY OF
 CT     43.918   3044.921     7991.746     2.580                                                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                                                                   THE SOLE USE OF THE CLIENT. NO PART
IP 3    76.340   3044.921     7977.030     2.532                                                                                                                                                                                                                                                                 MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                                                                    PRIOR EXPRESS WRITTEN CONSENT OF




                                                                                                                                                                                                                                                       HI CH.58.700 RL.2.675
                                                                                                                                                                                                                                                       IP CH.58.700 RL.2.675
                                                                                                                                                                                                                                                                                                                       LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                 IP CH.42.733 RL.2.572
                                                                                                                                                                                                                                                                                                                 CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                                                                   GJ GARDNER NOOSA
                                                                                                                                                                                                                                                                                                                   PROPOSED RESIDENTIAL




                                                                                       IP CH.2.743 RL.2.136
                                                                                                                                                                                                                                                                                                                   DEVELOPMENT
                                                                                                                                                                                                                                                                                                                   4-6 HAY STREET,
                                                                                                                                                           DESIGN                                                                                                                                                  TEWANTIN
                                                                                                                                                          SURFACE

                                                                                                                                                                                                                                                                                                                 DRAWING TITLE
                                                                                                                                                                                                                                                                                                                  ACCESS DRIVEWAY
                                                                                                                                                                                                                                                                                                                  LONGITUDINAL




                                                                                                                                                                                                                                    LOT 402
                                                                                                                                                                                                                                    LOT 401
                                                                                                                                                                                                                                                                                                                  SECTION
                                                                                                                                                                 EXISTING
                                                                                                                                                                 SURFACE                                                                                                                                         SCALES
                                                                                                                                                                                                                              STORMWATER
                                                                        RP BOUNDARY




                                                                                                                                                                                                                                 DRAINAGE                               FUTURE DRIVEWAY EXTENSION                  0                                                 8       16m


                                                                                                                                                                                                                                                                                                                                                 Orig. 1:400 (A3)


           HORIZ CURVE DATA                                                                                                                                                 R-6m
                                                                                                                                                                                                                                                                                                                 SURVEY DATUM

           VERTICAL GEOMETRY GRADE                                    6%                                                                           1.1%                                                                       0.645%                                             -0.687%                          .
           VERTICAL GRADE LENGTH                                    7.587m                                                                      39.99m                                                                        15.975m                                            18.104m
                                                                                                                                                                                                                                                                                                                 ASSOCIATED CONSULTANTS

                                                                                                                                                                                                                                                                                                                   REPRODUCED AND
             DATUM RL-1.0                                                                                                                                                                                                                                                                                          UPDATED FROM
                                         CUT                        0                                              3                                         0                                                           0                                                        0                                CONTOUR CONSULTING
             VOLUMES                                                                                                                                                                                                                                                                                               ENGINEERS APPROVED
                                         FILL                       0                                              1                                         13                                                          11                                                       2
                                                                                                                                                                                                                                                                                                                   OPW DRAWINGS FOR
                                                   1.680


                                                                         1.971

                                                                                      2.136




                                                                                                                                 2.325




                                                                                                                                                                             2.545

                                                                                                                                                                                            2.572




                                                                                                                                                                                                                                        2.640



                                                                                                                                                                                                                                                       2.675




                                                                                                                                                                                                                                                                                                2.554
             DESIGN CONTROL LINE                                                                                                                                                                                                                                                                                   PROJECT 3045 FOR OPW
                                                                                                                                                                                                                                                                                                                   22/0218 APPROVED 31
             EDGE OF
                                                   1.703


                                                                         2.023

                                                                                      2.188




                                                                                                                                 2.378




                                                                                                                                                                             2.598

                                                                                                                                                                                            2.624                                                                                                                  OCT 2022
             CONCRETE RIGHT
             EDGE OF
                                                   1.658


                                                                         1.941

                                                                                      2.151




                                                                                                                                 2.408




                                                                                                                                                                             2.600

                                                                                                                                                                                            2.626



             CONCRETE LEFT
                                                                                                                                                                                                                                                                                                                REVISION LIST
                                                                                                                                                                                                                                                                                                                A ORIGINAL ISSUE                                              15/10/24
                                                   -4.844 1.680


                                                                         1.974

                                                                                      2.202




                                                                                                                                 20.000 2.273




                                                                                                                                                                             40.000 2.310

                                                                                                                                                                                            42.733 2.578




                                                                                                                                                                                                                                        53.450 2.449



                                                                                                                                                                                                                                                       58.700 2.419




                                                                                                                                                                                                                                                                                                76.340 2.532
             EXISTING SURFACE                                                                                                                                                                                                                                                                                   B OVERLAND FLOW PATHS ADDED                                   18/12/24
                                                                         0.000

                                                                                      2.743




             CHAINAGE



                                                                                                                                                                                                                                                                                                               Computer File
                                                                                                                                                                                                                                                                                                                                                      240608OW.DWG
                                                                                                                                                                                                                                                                                                               DRAWING NUMBER                                              SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                        24-0608-C7          7      B