221304-OPW-01-230327

                                              LINE OF VEGETATION TO BE CLEARED AS                                                                                                                                                                                                                                                                                                                                    SPEED REDUCTION ELEMENT BEND
                                              PART OF DEVELOPMENT.                                                                                                                                                                                                                                                                                                                                                   R19.80 = 30km/hr AS PER QLD STREETS
                                                                                                                                                                                                                                                                                                                                                                                                                     FIG 4.2.4 OPPOSITE.
                                                                                                                                                                                                                                                                                                                                                                                                                     RESULTS IN REQUIREMENT BELOW
                                                                                                                                                                                                                                                                                                                                                                                                                     AS2890.1 MINIMUM CRITERIA OF




                                                                                                                                                                                                                                                                                                                                                                                       . 80
                                                                                                                                                                                                                                                                                                                                     E(OH)
                   NEW DRIVEWAY                                                                                                                                                                                      CORAL TREE AVENUE                                                                                                                                                                               (40km/hr) 30m.




                                                                                                                                                                                                                                                                                                                                                                              9
                                                                                                                                                                                                                                                                                                                                                                           R1
                   ACCESS                                       CLEAN TRUNK TREE SITUATED
                                                                WITHIN COUNCIL ROAD RESERVE.




                                                                                                                                                                                                                                                                                                                                       E(OH)
                                                                CANOPY ABOVE SIGHT LINE.
                                                                VISIBLE ROAD BEHIND.




                                                                                                                                                                                                                                                                                                                                           E(OH)
                                                                                                                                                                                                                                                                                                                                                E(OH)
                                                                                                                                                                                                                                                                                                              30.00m
                                                                                                                                                                                                                                                                    APPROXIMATE




                                                                                                                                                                                                                                                                                                                                                                                                                 26.65
                                                                                                                                                                                                                                                                    LOCATION OF TREE




                                                                                                                                                                                                                                                                                                                                                  E(OH)
             EXISTING DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                W
             ACCESS                                                                                                                                                                                           15
                                                                                                                                                                                                           RP90014
                                                                                                                                                                                                                                                                           CP
                                                                                                                                                                                                                                                                          GTP65




                                                                                                                                                                                                                                                                                                                                                    E(OH)
                                                                                                                                                                                                                                                                                                                            H)                                                                                       E(OH)
                                                                                                                                                                                                                                                                                                                                                                                                       E(OH)         E(OH)
                                                                                                                                                                                                                                                                                                                                                                                18.78

                                                                                                                                                                                                                                                                                                                                    E(O




                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                              H)                       E(OH)     S
                                                                                                                                                                                                                                                                                                                                                                          E(OOH)

      SIGHT LINE LOOKING LEFT OUT OF SITE ACCESS
                                                                                                                                                                                                                                                                                                                                     TELE PIT


                                                                                                                                                                                                                                 S                                                                                                                                        E(
                                                                                                                                                                                                                                                         S SW   S         SWS
                                                                                                                                                                                                                                                                                                                19.60
                                                                                                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                                                                                                                                                                                                  19.04
                                                                                                                                                                                                                                                                                                                                                                 SCREW
                                                                                                                                                                                                                                                                                                                                                                                 18.81
                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                                           S      SW   SEWER MANHOLE

                                                                                                                                                                                                                                                                                                 S                      S                       S                     S
                                                                                                                                                                                                                                                                                                                                                                               19.04
                                                                                                                                                                                                                                                                                                                                                                               SEWER MANHOLE
                                                                                                                                                                                                                                                                                                                                          STANDARDS 2004 (AU_NZ)
                                                                                                                                                                                                                                                                                                                                          B99                                   18.86
                                                                                                                                                                                                                                                                                                                                                                                SW Kerb Outlet




                                                                                                                                                                                                                                                                                                                                                         E(OH)
      SCALE 1:150 @ A3




                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                 18.85




                                                                                                                                                                                                                                                                                                                                                                 2.5




                                                                                                                                                                                                                                                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                                                                                                         CORAL TREE AVENUE
                                                                                                                                                                                                                           S
                                                                                                                                                                                                           14
                                                                                                                                                                                                        RP90014




                                                                                                                                                                                                                                                                                                                                                        E(OH)
                                                                                                                                                                                                                                                                                                                                                                                18.90




                                                                                                                                                                                                                                                                                                                                             W



                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                        E(OH)
                                                                                                                                                                                                                                                                                                                                                                               18.95
                                                                                                                                                                                                                                                                                                                                                SW                              19.11
                                                                                                                                                                                                                                                                                                                                                                                Nail in Kerb

                                                                                                                                                                                                                                                                                                                                                                                  18.98
                                                                                                                                                                                                                                                                                                                                                                             18.97




                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                          19.12
                                                                                                                                                                                                                                                                                                                        Letterbox




                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                        E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                     40.00m
                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                             18
                                                                                                                                                                                                      13
                                                                                                                                                                                                                                                                           RP90014




                                                                                                                                                                                                                           S
                                                                                                                                                                                                    RP90014




                                                                                                                                                                                                                                                                                                                                                        E(OH)

                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                           S




                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                           S




                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                           S
                                  SIGHT DISTANCE CALCULATION




                                                                                                                                                                                                                                                                                               QUEENSLAND STREETS
                                                                          ACCESS SIGHT-LINE ANALYSIS                                                                                                                                                                                           SPEED ELEMENT - BEND
                                                                          SCALE 1:500 @ A3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           221304-OPW-01-230327.DWG
                                                                                                                                                                                  SCALE                                           APPROVAL                          ISSUE DATE DESCRIPTION                                                                                BY                     CHKD     DRAWING DETAILS                               PROJECT NUMBER
PROJECT                                   CLIENT                                                                                                                                                                                                                      1 19-05-22 FOR APPROVAL                                                                             DTB                     DK
PROPOSED DUPLEX                           KUMAR MAHADEVAN                                                                                              0         5.0         10          15         20               25m
                                                                                                                                                                                                                                     .................
                                                                                                                                                                                                                                                                      2 26-08-22 RFI RESPONSE UPDATES
                                                                                                                                                                                                                                                                      3 27-03-24 AS-CONSTRUCTED FOR MINOR CHANGE
                                                                                                                                                                                                                                                                                                                                                                          DK
                                                                                                                                                                                                                                                                                                                                                                          DK
                                                                                                                                                                                                                                                                                                                                                                                                  DK
                                                                                                                                                                                                                                                                                                                                                                                                  DK
                                                                                                                                                                                                                                                                                                                                                                                                      DATUM
                                                                                                                                                                                                                                                                                                                                                                                                      DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                     AHD
                                                                                                                                                                                                                                                                                                                                                                                                                      DK
                                                                                                                                                                                                                                                                                                                                                                                                                                                        221304
23 CORAL TREE AVENUE NOOSA HEADS
                                                                                                                                                                                                                                 DANIEL KENNA                                                                                                                                                                  DRAWN                           DK        SHEET     ISSUE
TITLE                                                                                                                                                                       SCALE 1:500 A3                                        (RPEQ 15522)
ACCESS SIGHT-LINE ANALYSIS PLAN
                                                                                    e [email protected]           ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from                DRAWING STATUS                                                                                                                                                                DESIGN CHECK                    DK       C09         3
                                                                                    a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                         FOR APPROVAL                                                                                                                                                                    DATE                          27-03-24