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Apdx 3 - Civil Eng Plans

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19.4


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       19.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          19.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       19.8

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 + FSL 20.25
                                                                                                                                                                                                             FFL 20.45




                                                                                                                                                                                                                                                                                                                                                                                                    20.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PIPES IN ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                       20
                                                                                                                                                                                                                                                                                                                                                                            20.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E(OH)
                  TW 21.70 + 21.48                                                                                                                                                                                                                                                     FFL 20.45
                                                                                                                                                                                                                                 + H0.30




                                                                                                                                                                                                                                                                      + H0.20
                                                                                                                                                    + H0.35




                             + H1.30
                                                                                                                                                                                                                                                                                20.6
                                                           + H1.0




                                                                                          + H0.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 + H0.40
                                                                                                                                                                                                                                                                                                                                                                                                           + H0.10
                                                                                                                                                                      20.8




                                                                                                                                                                                                     Ø100 uPVC SN8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                     21.50 + + FSL 20.40                                                                                                                                                                                                                                                                                                                         Ø100 uPVC SN8                                                                                                                                                                                                                                              IPWEAQ STD DRG RS-081
                                                                                                                            21
                                                                                                        21
                                         21
                   S




                                                                                                                                                                     SW                  SW
                                                                                                           .2




                                                                                                                                                                                                          SW             SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                       SW                 SW                                                                                                                                                                                                                                                                                                                                        18.95
                                             .4




                                                   21.41                                                                                                                                                                                                                                            SW                   SW                       SW                       SW              SW                                  SW           SW
                                                                                                                                                                                                                                                                                                                                                 20.42                                                                                                                 SW                                SW                          SW                    SW
                                                                                                                                                                                                                                                                                                                                                                                                                                             20.05                                    19.86                                                                                               SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     19.11
                                                                                                                  20.19 +




                                                                                                                                                                      20.74 +




                                                                                                                                                                                                                       20.74 +




                                                                                                                                                                                                                                                                           20.57 +




                                                                                                                                                                                                                                                                                                                                                      20.40 +




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E(OH)
                                                                                                                                                                                                                             20.74


                                                                                                                                                                                                                                                                                                                                                                                                20.20 +




                                                                                                                                                                                                                                                                                                                                                                                                                                                  20.00 +




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     19.85 +
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Nail in Kerb
                                                                                                                                             1                                                                                                                                                                                                                                                                       2                                                                                                                                                                        3                                              MAX SITE DISCHARGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    18.98
                       PROPOSED POOL                                                                                                         3                                                                                                                                                                                                                                                                       3                                                                                                                                                                        3
                   S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               18.97                         14L/S AT 5% AEP
                       (BY OTHERS)                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED POOL                                                                                                                                 19.12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E(OH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PER KERB ADAPTER
                                                                                                                                        PROPOSED STORMWATER AND SITE LEVEL LAYOUT                                                                                                                                                                                                                                                                             (BY OTHERS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              125x75x3 RHS GALV RHS

                                                                                                                                        SCALE 1:150 @ A3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     221304-OPW-01-220519.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             1.5               3.0                4.5                  6.0           7.5m
                                                                                                                                                                                                                                                                                                                                                                                                               .................
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        221304
23 CORAL TREE AVENUE NOOSA HEADS
                                                                                                                                                                                                                                                                                                                                                                                                          DANIEL KENNA                                                                                                                                                                                      DRAWN                        DK                              SHEET               ISSUE
TITLE                                                                                                                                                                                                                                                                                                                      SCALE 1:150 A3                                                                  (RPEQ 15522)
PROPOSED STORMWATER AND SITE LEVEL LAYOUT 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                             C05                   1
                                                                                                                                                                                              a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                                                                             FOR APPROVAL                                                                                                                                                                                                   DATE                      19-05-22
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