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220328 - Edwards Street - Architectural Drawings

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                                                                                                          SITE BOUNDARY




                                                                                      RL




                                                                                                       RL




                                                                                                                                    RL
                                                                                      42




                                                                                                        43




                                                                                                                                     43
                                                                    RL
                                          RL




                                                                                        .92




                                                                                                          .26




                                                                                                                                       .63
                                                                      42
                                             42




                                                                                           0




                                                                                                                                          0
                                                                                                              0
                                                                        .72
                                               .54




                                                                           0
                                                     0



                                                                                               6200                                                           3000




                                                                                                                                    0
                                                                                                                           0


                                                                                                                                .30
                                                                                                                       .26


                                                                                                                               42
                                                                                                                      42


                                                                                                                               RL
                                                                                                                    RL
                                                                                           4.6%
                                        RL



                                                             RL
                                         42



                                                             42




                                                                                                                                    STRIP DRAIN
                                          .40



                                                              .52
                                                                  0
                                               0




                                                                                                                                                  4800
EDWARDS STREET




                                                                                                                                                                                                                                                                                LINE OF BUILDING (BEHIND)




                                                                                                                                                                                                                                                                                                                                 LINE OF BUILDING
                                                                                                                                                                                                             EDWARDS STREET




                                                                                                                                                                                                                                   SITE BOUNDARY
                                          900

                                         APPROX.

                                                                                                                               RL
                                 6000




                                                                                                                                42
                          7000




                                                                                                                                   .3
                                                                                                                                    00
                                                                                                                      RL
                                                                                                                      42
                                                                                                                       .20
                                                                                                                           0




                                                                                                                                                                                                                                                   PROPOSED CONCRETE DRIVEWAY
                   2




                                                                                                                                                                        00
                                                                                                                                                                      2.3
                 095.01




                                                                                                                                                                        4
                                                                                                                                                                     RL
                                                                                                                                                                                                                                                                                                                                                      GARAGE
                                                                                                                                                                                                                                                                                                                                                    RL 42.350
                                                               0
                                             0


                                                              .07
                                         .95



                                                             42
                                        41




                                                                               2.6%
                                        RL



                                                         RL




                                                                                                                                                                            STRIP DRAIN
                                                                                                  0




                                                                                                                                                                                           4800
                                                                                               .14
                                                                                            42
                                                                                           RL




                                                                                                              1.8
                                                                                                                  %
                                             SITE BOUNDARY




                                                                                                                                00
                                                                                                                               2.2
                                                                                                                                4
                                                                                                                             RL
                                                                                               RL




                                                                                                                                                          2.5%
                                                                                                  42




                                                                                                                                                                                                                              2   DRIVEWAY SECTION
                                                                                                                                                                     RL
                                                                                                  .39




                                                                                                                                                                       42
                                                                                                      0




                                                                                                                                                                          .3




                                                                                                                                                                                                                                  1 : 50 at A3
                                                                                                                                                                            00




                                                                                                                                                                                                                              -
                                                                                                                                                    RL
                                                                                                                                                         42




                                                                                                                                                                                     RL
                                                                                                                                                         .94




                                                                                                                                                                                          42
                                                                        RL




                                                                                                                                                          0




                                                                                                                                                                                          .30
                                                                         41
                                                                         .96




                                                                                                                                                                                           0
                                                                             0




                                                                                                          SITE BOUNDARY



                                                                    1           DRIVEWAY PLAN
                                                                    -           1 : 100 at A3




                                                             NOTE: DRAWN FROM INFORMATION EXTRACTED FROM
                                                             STORMWATER MANAGEMENT PLAN PREPARED BY
                                                             WESTERA PARTNERS DATED MARCH 2022.
                                                             REFER STORMWATER MANAGEMENT PLAN FOR DETAIL.




 CLIENT                                                      PROJECT                                                                                                 DRAWING DETAIL
 Wade Jenner &                                               168 Edwards Street                                                           095.01                     TITLE                        Driveway   DATE                 28-03-2021                                                                   37/477 Boundary Street
 Paul McHugh                                                 Sunshine Beach Q 4567                                                                                   AREA                         Detail     PHASE                Development Application                                                   Spring Hill Queensland 4000
                                                             Lot 35 on RP48113                                                             REV A                     SCALE                        As Shown   DRAWN                AMP                                                                             www.gockel.com.au
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