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RFI - Att 2 - Civil Eng Plans

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                                              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           SW
                                                                                                                                                                                                                                                                                                                    19.60
                                                                                                                                                                                                                                                                                                                                                                      19.04
                                                                                                                                                                                                                                                                                                                                                                     SCREW
                                                                                                                                                                                                                                                                                                                                                                                     18.81
                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                             S            SSW         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-01-220826.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                                                                         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         2
                                                                                    a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                         FOR APPROVAL                                                                                                                                                                        DATE                          26-08-22
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