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Stormwater Management Plan · MCU22/0058

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                                                                                                                                                                                                                                                                                                                                                                                                                                                              MCU
                                                                                                                                                                                                                                                                                                                                                                                                                                               NOT FOR CONSTRUCTION

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                                                                                                                                                                                              ran
                                                                                                                                                  24.70                 24.79




                                                                                                                                                                                            Hyd
                                                                                                                                                                                       Fire
                                                                                                              24.68
                                                                                                              Sewer Manhole
                                                                                                                                                                                                      25.46
                                                                                                                                                                                       25.41
                                                                                                                                                                                                      25                                                                    102°02                                                        41
                                                                                                                                                                                                         .7                                                                        '00
                                                                                                                                                                                                                                                                             20.115 "                                                   RP139776
                                                                                                                                                                                                            7
                                                                                                                                                                         24.7                                                                26.35
                                                                                                                                                                                  3                                                       TREE 0.1
                                                                                                                                                                                                                                                           50805




                                                                                                                                                                                           5
                                                                                                                                                                                        .2
                                                                                                                                                                          24




                                                                                                                                                                                       25
                                                                                                                                                                                                                                                                                                  26.83
                                                                                                                         24.00                                                 .69
                                                                                                                                                                                                                                                          TREE 0.151004                                    27.0                                                 Sewer
                                                                                                                                                  24.10                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                     LIL 0.1                                              Line In




                                                                                                                                                                                                                                                                                            7
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                                                                                                                                                                                                                                                                                         .5
                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                                                                                            50905




                                                                                                                                                                                                                                  .7




                                                                                                                                                                                                                                                                                       26
                                                                                                                                                                                                      9
                                                                                                                                                                                                                                                                                                  26.60
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                                                                                                                                                                                                                                                                                                          41




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                                                                                                                                                                                                                                                    .9
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                                                                                                                                                                                                                                                                                                                                                                26
                                                                                                                                                                                                                                                 25
                                                                                                                                                                                                                                                                                         26.41
                                                                                                                                                                                                                                                                Deck




                                                                                                                 Edge




                                                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                                                                                                                                                                                             .6
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                                                                                                                                                                                                                                                                                                                                          26
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                                                                                                                                                                                                                                                                                                                                                                                                        CLEAR AND GRUB ALL




                                                                                                                                                                                       24
                                                                                                                               67




                                                                                                                                                            00"
                                                                                                                                                                                                                                                                                                                                                        26                                              VEGETATION WITHIN SITE
                     DEMOLISH AND REMOVE




                                                                                                                                                       26.150
                                                                                                                                                                                                                                                                                                                                                          .50
                                                                                                                                                                                                                                                                                                                                                                                                        BOUNDARY




                                                                                                                                                      12°02'




                                                                                                                                                                                                                                                                                                                                           0
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                                                                                                                                                                                                                                                                                                                                                                            9
                                                                                                                                                                                                                                                                                                                                    26




                                                                                                                                                                                                                                                                                                                                                                         .4
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                                                                                                                                                                                                                                                                                                                                        6
                                                                                                                                                                                                                                                                                                                                     .1
                                                                                                                                                                                                                                                                                                                                               26.1
                                                                                                                                                                                                                                                                                                                                   26
                                                                                                                                                                                                                                                               Floor Level




                                                                                                                                                                                                                                                                                                                                                          9
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                                                                                                                                                                        24
                                                                                                              23.00



                                                                                                                                                                                                                                                               40
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                                                                                                                                                                                                                                                                                                                                                            30.175 "
                                                                                                                                                                             36




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                                                                                                                            .34




                                                                                                                                                                                                              .1
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                                                                                                                                                                                                                                  25.25




                                                                                                                                                                                       .63
                                                                                     22.68
                                                                                                                                                                                                                                                                                                                           Deck


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                                                                                                                                                                                                                                                                                                                                         26
                                                                                                                                                                                                                 25
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                                                                                                                        23




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                                                                                                                                                       8
                                                                                                                                                      .2




                                                                                                                                                                         2
                                                                                                                            1




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                                                                                                                                                                                                                                      Garage Level
                                                                                                                                                 24




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                                                                                                                                                                                                                                                                                                      1
                                                                                                                                                            .35




                                                                                                                                                                                                                                                                                                      .3
                     DEMOLISH AND REMOVE




                                                                                                                                                                                                                                                                                                                                                       4
                                                                                        22




                                                                                                                                                                                                                                                                                                    25
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                                                                                                                                                                                                                                                                                                                                                   .6
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                                                                                                                                                                                                                                                                                                                                                 26
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                                                                                                                                                                                              3




                                                                                                                                                                                                                                                                                                                            .4
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                                                                                                                                                                                                                                                                                                                           25

                                                                                                                                                                                                                                                                                                                                        37
                                                                            22.25        22.36
                   STRUCTURES, PAVING AND
                                                                                                                                       23
                                                                                                               6




                                                                                                                                                                                                      25
                                                                                                              .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1/04/2022
                                                                                                                                            .7




                                                                                                                                                                                                                        07
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                                                                                                                                                                                                        .15




                                                                                                                                                                                                                     25.
                                                                                                                                               5




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                                                                                                                                                  32 5.69




                                                                                                                                                                                                          25
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                                                                                                                                                                                             24.80
                                                                                                                         23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EA ID: 2557785
                                                                                                                                                    7°0 0




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                                                                                                                                                                                                                                    24.
                                                                                                                                                                                                                                        94




                                                                                                                                                                                                                                                                              3
                                                                                                                                                       2'0




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                                                                                                                                                                                                                                                                            .1
                                                                                             22.21                                                                                                                                                                                                                                                                                                                                                DO NOT SCALE, IF IN DOUBT ASK!




                                                                                                                                                                                                                                                                          25




                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                                                           25.92
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                                                                                                                                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                                                      .2
                                                                                                                                       22.97
                                                                                                                                                                                                                                                                                                                                                                                                 SEWER CONNECTION AND PROTECT




                                                                                                                                                                                                                                                                                                                                          .1
                                                                                                                                                           0"




                                                                                                                                                                                                                                                                                                                    25




                                                                                                                                                                                                                                                                                                                                        26
                                                                                                                                                               23
                                                                                                                                                                  .65
                                                                                                                                                                                                                                                                                                                                                                                                 DURING CONSTRUCTION
                                                                                                                                                                                                                                5
                                                                                                                                                                                                                              .7
                                                                                                                                                                                                                            24
                                                                                                                                     8
                                                                                                                                 .4




                                                                                                                                                                                                                                9




                                                                                                        22.12
                                                                                                                               22




                                                                                                                                                                                                                              .6




                                                                                                                                                                                      23.72
                                                                                                                                                                                                                            24




                                                                                        22.0
                                                                                              0                  22.08                                                            23
                                                                                                                                                                                                                                                                 80

                                                                                                                                                                                      .06                     23.97
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                                                                                                                                                                                                                                                                   .



                                                                                                                                       Po
                                                                                                                                                                                                                                                                24




                                                                                                                              0  8
                                                                                                                          22.            we                                                         23.37
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                                                                                                                                                                                                                                                                                                           CAP
                                                                                                                                                                                                                                                                              .7
                                                                                                                                            r
                                                                                                                                                                                                                                                                            24


                                                                                                       21.98                                           po                                                                                   '00
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                                                                                                              it                       22.09              le                                Telstra P                                                                           24.7                       25.20
                                                                                                           y P .98
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                                                                                                       ll                                                                                                       it                                                     24.4
                                                                                                                                                                                                                                                                                                                              25
                                                                                                                                                                                                                                                                                                                                 .51                                                                                              A 30/03/22 ISSUE FOR MCU                                            BP NW
                                                                                                    Gu         21
                                                                                                                                      22                                                                                                                                                                                                                                                                                         Rev Date             Description                                     By Chk

                                                                                                                                                                                                                                                                                                                  25
                                                                                                                                                                                                                                                                                Fire Hydrant                                  25.



                                                                                                                                                                                                                                                                                                                   25 5
                                                                                                                                           .00                          22
                                                                                                                                                                                                      Back                                                                                                                       37

                                                                                                                                                                                                                                                                                                                     .1
                                                                                                                                                                              .42


                                                                                                                                                                                                                                                                                                                      .4
                                                                                                                                                                                                                     of Ker

                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                           22.3
                                                                                                                                                                1
                                                                                                                                                                                            Edge                            b
                                                                                                                                                                                                          of Bitu
                                                                                                                                                                                                                           men
                                                                                                                                                                                                                                                     23.58                                                           25
                                                                                                                                                                                                                                                                                                                             24.82

                                                                                                                                                      SAFARI                                                                                        23
                                                                                                                                                                                                                                                         .46                                                                 Sewer Manhole


                                                                                                                                                                                                                     STREET
                                                                                                                                                                                                                                                                                                                                    24.95
                                                                                                                                                                                                                                                                                                                                   24.8                                                                                             [email protected]
                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                    37 MARY ST NOOSAVILLE, QLD
                                                                                                                                                                                                                                                                                                                                                                                                                                    07 5211 1003
                                                                                                                                                                                                                                                                                                                                                                                                                                 Client

                                                                                                                                                                                                                                                                                                                                                                                                                                 FORDE PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                 Project Name
                                                                                                                                                                                                                                                                                                                                                                                                                                 RESIDENTIAL DUPLEX DEVELOPMENT
NOTE:                                                                                                                                                                                                                                                                                                                                                                                                                            6 WYANDRA STREET
1.   FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR                   6.       CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND SERVICES                                                                                                                                                                                                                                       NOOSA HEADS
     TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.                                                          WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.                                                                                                                                               NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                  Title
2.   LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD AND COUNCIL                        7.       WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY                                                                                                                       EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL                                                    EXISTING SITE SERVICES PLAN
     RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL LOCATION AND                              OUT SERVICES RELOCATION OR ALTERATIONS.                                                                                                                                                         IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
                                                                                                                                                                                                                                                                                                               LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
     DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS.                                                                                                                                                                                                                                            AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
3.   CONTRACTOR TO LOCATE AND PROTECT OR MAKE ARRANGEMENTS TO HAVE                                                                                                                                                                                                                                             SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
                                                                                                                                                                                                                                                                                                               NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
     DISCONNECTED AND REMOVED ALL EXISTING SERVICES ON SITE PRIOR TO COMMENCEMENT                                                                                                                                                                                                                              SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
     OF WORKS.                                                                                                                                                                                                                                                                                                 PROVIDER SPECIFICATIONS AND STANDARD DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                 Project No.                Discipline           Status
4.   ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED AND REMOVED                                                                                                                                                                                                                                                                                                                                                           20220078                      CIVIL           PRELIMINARY
     FROM SITE OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.                                                                                                                                                                                                                                                                                                                                                                  Designed By                Drawn By             Scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (at
                                                                                                                                                                                                                                                                                                                                                                                                                                                BRP                      BRP                   1:100
5.   CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND                                                                                                                                                                                                                                                                                                                                                                                                                                   A1)

     COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.                                                                                                                                                                                                                                                                                                                                                         Drawing No.                                                        Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                          C10                                                               A

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