Rfi - C6535-25-FULL Set 2025-06-18

                                                                                                                                                                                                                                                                                                                                                                                                                                                            TP 475.993
                                                                                                                                                                                                                                                                                                                                                                                                                                                            Ch.475.000
                                                                                                                                                                                                                                            500mm NOMINAL ROCK
                                                                                                                                                                                                                                            PLACED ON GEOFABRIC.




                                                                                                                                                                                                                                                                                                                                                                                                  Ch.450.000
                                                                                                                                                                                                 GUIDE POSTS TO BE PROVIDED
                                                                                                                                                                                                  EACH SIDE OF CAUSEWAY AT                                                                                                                                                                                                                                                                                   N




                                                                                                                                                                                                                                                                   Ch.425.000
                                                                                                                                                                                    Ch.400.000
                                                                                                                                                                                                     CHAINAGES 409 & 413.
                                                                                                                                                                                                                          OUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                 W5-7
                                                                                                                                                                                                                            E




                                                                               Ch.375.000




                                                                                                                                                                                                                                                                            4.0m
                 Ch.350.000
                                                                                                                                    G9-21

                                    W5-7



                                                                                                                                                                                                                                                                                                                                                                                            50m
                                                                                                     HOY ROAD




                                                                                                                                                                                                                                                            4.0m
                                                                                              50m

                                                                                                                                         EXISTING CAUSEWAY TO BE                                                                    IN
                                                                                                                                         TAKEN UP AND DISPOSED OF.                                                                   E
                                                                                                                                                                                                             DEPTH INDICATOR SIGNS TO BE PROVIDED                                                                                                G9-21
                                                                                                                                                                                                            BOTH SIDES OF THE PROPOSED CAUSEWAY
                                                                                                                                                                                                              (G9-22-1A) AT CHAINAGES 403.5 & 419.5
CH 401.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CH 422.000
                                                                                                                                                                                                                          REFER DETAIL.




                                                                                                                                                                    CH 403.500




                                                                                                                                                                                                                                                                                                                                                            CH 419.500
         I.L 99.17                                                                                                                                                                                                                                                                                                                                                                                                                                                                            I.L 99.17
                                                                                                                                                                             I.L 99.07                                                                                                                                                          I.L 99.07




                              BOLSTER JOINTS TO BE PROVIDED
                              ACROSS CAUSEWAY AT CHAINAGES
                              405.5, 411.5 & 417.5.
                                                                                                                                                                                                                         GRADING ALONG
                                                                                                                                                                                                                     CENTERLINE OF CAUSEWAY
                                                                                                                                                                                                                                        SCALE 1:10 (A1) 1:20 (A3)

                                                                                                                                                                                                            3.15m                                                                                                                3.15m




                                                                                                                                                                                                                                                                                                                                                                                            DEPTH INDICATOR SIGNS (G9-22-1A)
                                                                                                                                                                                                                                                                                                                                                                                            TO BE PROVIDED EACH SIDE OF
                                                                                                                                                                                                                                                                                                                                                                                            [email protected]
                                                                                                                                                                                                                                                                                                                                                                                            [email protected]
                                                                                                                                                                                                                                                        CONCRETE CAUSEWAY                                                                                                                   GUIDE POST X 2 TO ALSO BE
                                                                                                                                                                                                                                                        200mm THICK SL82 MESH.                                                                                                              PROVIDED AT CH409 & CH414.
                                                                                                                                                                                                       1.0%                                                                                                                              1.0%                                   I.L 99.10
                                                                                                                                                I.L 99.04
                     DEPTH INDICATOR
                                                                                            EXISTING CAUSEWAY AND
                        (G9-22-1A)                                                          PIPEWORK TO BE TAKEN UP
                                                                                            AND DISPOSED OF.



                                                                                                           OUT                                                                                                                                                                                                                                                                                                              IN
                                                                                                            E                                                                                                                               5x750Ø RCP (8.54m)                                                                                                                                                               E
                                                                                                                        I.L 97.69                                                                                                                                                                                                                                                                              I.L 97.74


                                                                                                                                                                                           CONCRETE FOOTING TO EXTEND                                              EXISTING 600Ø RCP TO BE
                                                                                                                                                                                           MINIMUM 750mm. SL82 MESH                                                TAKEN UP AND DISPOSED OF.
                                                                                                                                                                                           LOCATED CENTRALLY.



                                                                                                                                                             0.3m                                                                                                                                                                                                        0.3m
                                                                                                     500mm NOMINAL ROCK                                                                                                                                                                                                                                                                                                    500mm NOMINAL ROCK                            0   4          8          12                   16        20m
                                                                                                     PLACED ON GEOFABRIC                                                                                                                                                                                                                                                                                                   PLACED ON GEOFABRIC
                                                                                                     APPROX 100m2.                                                                                                                                                                                                                                                                                                         APPROX 100m2.                                           SCALE 1:200 A1, 1:400 A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0   0.5       1.0         1.5                  2.0       2.5m

                                                                                                                                                                                                     CONCRETE CAUSEWAY CROSS SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE 1:25 A1, 1:50 A3
                                                                                                                                                                                                                                        SCALE 1:25 (A1) 1:50 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0   0.2       0.4         0.6                  0.8       1.0m


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE 1:10 A1, 1:20 A3
                                                                                               REV        DATE                                        DESCRIPTION                                      BY      CHKD                                                                PROJECT:                                                                                                                                            DRAWING TITLE:

                                             P 07 5443 4443
                                                                                                A        17-06-25      ADDITIONAL INFORMATION PROVIDED                                                EPW           ILF
                                                                                                                                                                                                                                                                                   PROPOSED RESIDENTIAL SUBDIVISION                                                                                                                    CONCRETE CAUSEWAY DETAILS
                                             E [email protected]                                                                                                                                                   ................            ................            at HOY ROAD, LAKE MACDONALD                                                                                                                         & ROADWORKS SIGNAGE PLAN                                                        CONSULTING
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                                                                                                                                                                                                                                                                                   for INDIGO GROUP                                                                                                                                                                                                                    ENGINEERS
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             ENGINEERS                         A.B.N. 39 611 482 716                                                                                                                                                                    FOR APPROVAL                                C This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no
                                                                                                                                                                                                                                                                                    GARRRRRR!!!! THE PIRATE HAS LEFT HIS MARK!




                                                                                                                                                                                                                                                                                   part of it may in any form or by any means (electronic, mechanical, micro copying, photo-copying, recording or otherwise) be
                                                                                                                                                                                                                                                                                                                                                                                                                                       DRAWING No:   C6535/25/R14                                    REVISION:                A
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