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Attachment 2 - SBSMP

Attached to the e-mail Response to Council’s Information Request - MCU21/0183 & OPW21/0292 - 9 Ruby Street Cooroy.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MARK                         DESCRIPTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED DRIVEWAY/CARPARK
                                                                                                                                                          2.00                                                                                                                                                                                                                                                                                                                                    PROPOSED CROSSOVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED RETAINING WALL




                                                                                                                                                                      EXISTING BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          + FSL 23.750            PROPOSED FINISHED SURFACE LEVEL
                                                                                                                                                                                                                  M1 TYPE KERB ONLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FFL 24.00         PROPOSED FINISHED FLOOR LEVEL
                                                                          BOUNDARY RESUMPTION                                                                                                                               OPAL LANE                                                                                                                                                                                                                                                             EXISTING BOUNDARY

                                                                                                                                                                                                                                               3.0%                                                                                                                                                                                                                                               EXISTING COMMUNICATIONS
                                                                                                                                                                                                                 3.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W             EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S             EXISTING GRAVITY SEWER
                                                                                                                                                                                                                                                         EXISTYING CONCRETE                                                                                                                                                                                                     + 23.750          EXISTING SURFACE LEVEL
                                                                                                                                                                                                                                                         PAVEMENT
                                                                                                                                                               CONNECT INTO EXISITNG REFER                                                                                                                                                                                                                                                                                                        CONTROL JOINT
                                                                                                                                                               CONCRETE PAVEMENT DETAIL
                                                                                                                                                               DETAIL C05                                                                                                                                                                                                                                                                                                                         SLAB CUT JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NEW KERB

                                                                                                                                 OPAL LANE SECTION                                                                                      1
                                                                                                                                 SCALE 1:100                                                                                           C04




                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RL107.1
                                                                                                                                                                                                                                                                                                 INDICATES 1.20m                                                                                                                                                      Screw in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2

                                                                                                                                                                                                                                                                                                 SETBACK FROM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Conc
                                                                                                                   LEGEND
                                                                                                                                                                                                                                                                                                 SEWER FOR QDC
                                                                                                                                                                                                                                                                                                                                                                                                                                         107.14




                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                   IL104.66
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S

                                                                                                                                                                                                                                   EXISTING CONCRETE                                             MP1.4 COMPLIANCE                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RM
                                                                                                                                                                                                                                                                                                                                                                                                                     S                                           RM
                                                                                                                                                                                                                                   TO REMAIN
                                                                                                E(OH)




                                                                                                                                                                                                                                                                                                                                                                              IL104.65              S                                         RM
                                                                                                                                                                                                                                                                                                                                     IL104.64                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                RM
                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                         S                                                                   RM
                                                                                                                                                                                                                                                                                                                             S         SL106.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.52
                                                                                                                                                                                                                              106.81                                                                        S                                 8                                           RM
                                                                                                                                                                                                                                                                                                                                                                                                                                             0.52
                                                                                                                                                                                                          106.80                                                                                 S                                                                       RM                                                                                 107.08
                                                                                                  E(OH)




                                                                                                                                                                                                                                                                                  S                                                  RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5.50
                                                                                                                                                                                                                                                                   S




                                                                                                                                                                                                                                                                                                                                                              IL104.65
                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                            106.71                                                                                   S                                                                  RM
                   EXISTING KERB                                                                                         106.55                                                                                                    S                                                  106.95           RM
                                                                                                 106.55
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      M1 TYPE KERB ONLY
                                                                                                                                                                                                                   S                                                                    RM
                                                                                                                        W




                                                                                                                                                                                                   S                                                 106.93
                   ADAPTER TO REMAIN
                                                                                                                                                                                                                                                                         RM                                                                                                                                       107.22
                                                                                                                                                                                                                                                                                                                                                                                               C04
                                                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                      S                                                                                                      RM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OPAL LA
                                                                                                                                                                                                                                       RM
                                                                                                        E(OH)




                                                 RL106.2                                                                   S
                                                          7                                 S                                                                                                                          RM
                                                                               S                                                                                                                   RM                     107.03
                                                 Screw in
                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                            107.18
                                                                                                                                                                                                                                                                                                                                                                                                  2.0m WIDE ROAD
                                                                  S                                                                                                    RM
                                                         SKb                                                                                     RM                                                                                                      107.00
                                                                                                                   RM                                       106.72
                                                                                                                                                                                                                                                                                                                                                                                                  RESUMPTION
                                                                                                                            W




                                                                                                                                                                                          106.94
                                                                                     RM




                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                           E(OH)




                                                                         RM                                                                                                                                   107.00
                                   in this ar               RM
                                              ea)
                                  (Sewer m
                                              ains likel                                                                                                                                                                                                                                                                                                                                                          REFUSE AREA                                    107.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NE
                                                        y
                                  Cut in bi                                                                                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                 W




                                            tumen                                                                                                                                                                                                                                                                                                                                                                        107.26
                                                                                                                E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                                                                  107.23




                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                               107.24

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONNECT TO EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE PAVEMENT.
                                                                                                                   E(OH)


                                                                                                                                        W




                                                                                                                                        106.87
                                    RUBY ST




                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                107.04                                                                                                                                                                                                                107.35




                                                                                                                                                                                                                                                                                                                                                                                                                                                           6.0
                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                            106.90
                                                                                                                 106.81
                                                                                                                                                              107.09
                                                                                                                        E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NEW CROSSOVER TO
                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                107.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IPWEAQ STD DRGS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                   107.31
                                                                                                                                                                                                                                                     107.05                                                                                                                                                                                                                107.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RS-049 & RS-050
                                       REET




                                                                                   106.79
                                                                                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                           E(OH)




                                                                                                                           106.91                                                         106.95          107.10
                                                                                                                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                             W




                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                  E(O
                                                                                                                                                                     107.17                                          H)
                                                                                                                                E(OH)




                                                                                                                                                 107.15                                        107.05
                                                                                                                                                                                                        E(O
                                                                                                                                                                                              H)
                                                                                                                                                                                                                                            107.07
                                                                                                                                               W




                                                                                                                                            106.96               E(O 107.06
                                                                                                                                                                    H)                                                                                                                                                       PROPOSED 1.80m                                                              IN PRINCIPLE APPROVAL FOR




                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                 RL106.7
                                                                                                                                                                                                                                                                                                                             TIMBER FENCE (BY                                                            BUILDING OVER SEWER HAS BEEN
                                                                           0                                                                                                                            107.09
                                                                                                                                                                          E(O
                                                                                                                                   E(OH)




                                                                 Nail in K                                                                         H) 106.99
                       EXISTING KERB                                                                                                                                                                                                                                                                                                                                                                     OBTAINED FROM UNITYWATER
                                                                                                                                                                                                                                             107.17
                                                                                                                                                                                                                                                                                                                             OTHERS)
                                                                          b
                                                                                                                                               107.E00
                                                                                                                                                    (OH                                                 107.12                                                    POSSIBLE FUTURE
                       ADAPTER TO REMAIN                                                                                                                )
                                                                                                                                                                                                                                                                  POOL (BY OTHERS)
                                                                                                                                                 W




                                                                                      106.88                                                                                  106.75 107.07
                                                                                                                                                   107.01
                                                                                                                                                                                           100Ø Cla
                                                                                                                                                                          y Pipe
                                                                                                                                                     W




                            EXISTING KERB
                            ADAPTER TO REMAIN

                                                                                                                                                                                                                                                                                                                    PROPOSED SITE LAYOUT
                                                                                                                                                                                                                                                                                                                        SCALE 1:250 @ A3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                212602-OPW-01-211201.DWG
                                                                                                                                                                                                                                                                                      SCALE                                         APPROVAL                                          ISSUE DATE DESCRIPTION                                                              BY       CHKD     DRAWING DETAILS                  PROJECT NUMBER
PROJECT                                                          CLIENT                                                                                                                                                                                                                                                                                                                 A 22-09-21 FOR APPROVAL                                                           DB        DK
PROPOSED DUPLEX                                                  CHRISTOPHER ROBINSON                                                                                                                                                                    0         2.5        5            7.5        10        12.5m
                                                                                                                                                                                                                                                                                                                                     .................
                                                                                                                                                                                                                                                                                                                                                                                        B 01-12-21 RFI FOR APPROVAL                                                       DTB       DK  DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             212602
9 RUBY STREET COOROY
                                                                                                                                                                                                                                                                                                                                   DANIEL KENNA                                                                                                                                              DRAWN               DB           SHEET     ISSUE
TITLE                                                                                                                                                                                                                                                                         SCALE 1:250 A3                                        (RPEQ 15522)
PROPOSED SITE LAYOUT PLAN
                                                                                                                                                          e [email protected]           ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from                                            DRAWING STATUS                                                                                                                                            DESIGN CHECK        DK          C04         B
                                                                                                                                                          a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                                                     FOR APPROVAL                                                                                                                                                DATE              22-09-21
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