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Civil Engineering Plans

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                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED SIDE ENTRY PIT
                                                                                                                                                                                                                                                                                                                                                                                                  'SAG' CONSTRUCTED OVER




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                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING Ø450 STW PIPE                                                                                                                                                                                                                                                                                                                                                                                 LEGEND:




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RL                                                                                                                                              PROPOSED RAPID INFILTRATION SWALE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W                             19




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EX                                                            PROPOSED EMERGENCY




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1                                                            OVERFLOW PIT.                                                                    PROPOSED DRAINAGE NETWORK
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                                                                                                                                                                                                                                                                                                                                      S                                                                                                                                                                                                                                                                                                                                                                                                                     1500x1500 RAISED




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GRATED PIT                                                        2




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0                                                                                                                                                                                               STORMWATER MANHOLE / LABEL
                                                                                                                                                                                                                                                                                                                  Y                                                                                                                                                                                                                                                                                                                    8.7




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                                                                                                                                                                                                                                                                                                      N                                                                                                                                                                                                                                                                                 1          9.2
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                                                                                                                                                                                                                                                                                                E                                                                                                                                                                                                                                                                                                                                                                                              IR 5                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Ex                                                                                                           WE 18.8                                                                                                                                         PROPOSED GRATED INLET / LABEL
                                                                                             S




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S                  PROPOSED Ø150 SEWER MAIN




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .70
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  |                                                                                                       D                  EXISTING STORMWATER DRAINAGE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  | |                                                                                                                                                                                | |                                                            PROPOSED Ø600                                         W                  EXISTING WATER RETICULATION
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EMERGENCY




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   | |                                                                                                                                    S                  EXISTING SEWER RETICULATION




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OVERFLOW PIPE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               |   |                                                                                                                                                                         EXISTING SURFACE CONTOUR




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING SEWER
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                                                                                                                                                                                                                                                                                                                                                                                           W                                          | |                                                                                                                                                                                                    | |                                                                                                                            TO BE TAKEN UP
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                                                                                                                                                                                                                                                                                                                                                                                                                      | |                                                                                                                                                                                                        | |
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                                                                                                                                                                                                                                                                                                                                                                                                                | |                                                                                                                                      RL 18.70                                                    | |
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           |   |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED Ø1200 MANHOLE




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                                                                                                                                                                                                                                                                                                      PROPOSED RAPID
     S




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               | |                                                                                                                                                                                      WITH SEALED BOLT DOWN LID




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                                                                                                                                                                                                                                                                                                      INFILTRATION SWALE 'A'




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                                                                                                                                                                                                                                                                                                      . REFER DRAWINGS                                                                                                                                                                                                                                             |   |




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         | |                    .70




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                                                                                                                                                                                                                                           8                                                                                                                                                                                                                                                                                                                       RL 19




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                                                                                                                                                                                                                                                                                                      PD03 FOR DETAILS                                                                                                                                                                                                                            | |
                                                                                                                                                                                                                                       9.4




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                                                                                                                     PROPOSED SEWER

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                                                                                                                     RELOCATION SUBJCT TO



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                                                                                                                     UNITYWATER APPROVAL

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