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RFI - Attachment 6 - Amended Civil Engineering Report · MCU22/0094

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND                              PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EASEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DETENTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     900 x 900 DOME




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXTENDED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5.00                           CONTOUR                                       5.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TOP GRATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                           REFER LANDSCAPE ARCHITECTS                                                                                                                                                                     CONCRETE
                                                                                                                                                                         1.5kL SLIMLINE TANK TO                                                                                                                                                                                                                       DRAWINGS FOR SURFACE VEGETATION                                                                             RL 4.10                                                                             EDGE OF BITUMEN
                                                                                                                                                                        HARVEST ROOF RUNOFF                                                                                                       II                                                                                                                                                                                                                                                                                                                         KERB
                                                                                                                                                                                                                                                                      II                5.6
                                                                                                                                                                                                                                                                                         WALL
                                                                                                                                                                                                                                              II
                                                                                                                                                                                                                                                    5.2ALL
                                                                                                                                                                                                                                                    5.4               RET                                                                                                                                                                                                                                                                                                                                             CONCRETE INVERT
                                                                                                                                                                                                                                                    W                                                                                                                                                                                  SURFACE LEVEL 3.80




                                                                                                                                                                                                                                                                                                               II 5.0
                                                                                                                                                                                                                             II    RET
                                                                                                                                                                               II
                                                                                                                                                                                                   II
                                                                                                                                                                                                    RET            WALL                                                                                                                                                                                                                                                                                                                                                                      SW                      STORM WATER MAIN
                                                                                                                                                                              ALL




                                                                                                                                                                                                                                                                                                               RET
                                                                                                                                       II
                                                                                                                                                           II        RET 5.0 W                                     5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W                         WATER MAIN                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S                         SEWER MAIN                                         S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        500
                                                                                                                    II
                                                                                             II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               T                    TELECOMMUNICATIONS




                                                                                                                                                                                                                                                                                                                 WALL
                                                                                                                                                                                                                                                                                                                                                                                                                     SANDY LOAM. TO SATISFY A




                                                                                                                                                                                                                                                                                                                     II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E                       U/G ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                   HYDRAULIC CONDUCTIVITY OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       O/H ELECTRICITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                PROPOSED 3.0m WIDE                                                                                                                                                                                                                                                                                                                                                                                                  200mm / hr.                                                                                                                                                                             FENCE




                                                                                                                                                                                                                                                                                                                     RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             II
              PUBLIC THOROUGHFARE
                                                 4.2




                                                                      4.8 4.6



                                                                                                                                                                                                                                                                                                                                                                                                                                 COARSE SAND                                                                                                                                                                               BARRIER                          8    8      8       8     8   8
                         FOOTPATH.




                                                                                                                                                                                                                                                                                                                        II
                                                                      4.4




                                                       3.00                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RET                     WALL           RETAINING WALL                           RET             WALL
                                                                                                                                                                                                                                                                                                                                                                                                                           GRANULAR BACKFILL




                                                                                                                                                                                                                                                                                                                        WALL
                                                                                                                            USIL 4.15                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LANDSCAPE WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          150Ø SLOTTED uPVC PIPE
                                                                      WALL




                                                                                                                            DSIL 3.96                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TOP OF BATTER




                                                                                                                                                                                                                                                                                                       5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WITH 1.5-2mm SLOTS (1.5m MAX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FACE OF BATTER




                                                                                                                                                                                                                                                                                                                            5.2II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CTRS, 0.5% MIN. GRADE)




                                                                                                                                                                                                                                                                                                                           RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TOE OF BATTER
                                                                      RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TYPICAL FILTER MEDIA DETAILS                                                                                                               SWALE DRAIN

                                                                                                                                            4.8
                                                                                   ALONG KERB




                                                                                                                                                                 300Ø




                                                                                                                                                                                                                                                                                                                               WALL
                                                                                    0.5% FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:20




                                                                                                                                                                                                                                                                                                                                 II
                                                                                                                                                                                                                                    BUILDING                                                                                                                                                                                                                                                                                                                                                                                 ROOF AREA

                                                                                                                                                                                                                                     FFL 5.00




                                                                                                                                                                                                                                                                                                                                 RET
                     LANDSCAPE                                                                                                                                                                                                                                                                                                                                                                                                                                       MEDIUM               PARTICAL SIZE        CONTENT/ SIEVE - % PASSING




                                                                                                                                                                                                                                                                                                                                      II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SANDY LOAM           COMPLIANT WITH       5 - 10 % ORGANIC                                                                                              ROAD AREA
                                                4.0




                                                                                                                                                                                                                                                                                                                                      WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FAWB GUIDELINES      pH 6.0 - 8.0
                                                                                                                                                                                                                              ROOF


                                                                                                                                                                                                   5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               200mm/hr HYDRAULIC
                     STAIRS BY OTHERS                                                                                    ROAD                                                                                                                                                                                                                                                                                                                                                                                  CONDUCTIVITY.                                                                                             LANDSCAPE AREA
                                                                                                  4.6




                                                                                                                                                                                                                                                                                                                                           5.0II
                                                                                                                                                                                                                                                                                                                                          RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     COARSE SAND          1.0mm TYP.           1.4mm - 100%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.0mm - 80%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.7mm - 44%




                                                                                                                                                                                                                                                                                                                                             WALL
         BARRIER AND RETAINING WALL.                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.5mm - 8.4%




                                                                                                                                                                                                                                                                                                                                                II
         NEW SUSPENDED BOARDWALK                                                                                                                                                                                                                                                                                                                                                                                                                                     GRANULAR             5mm
                                                                                                                                                                                                             STUB FOR HYDRAULIC
                                                                      WALL
                                                                       4.6




               AND ARBOUR. REFER TO                                                                                                                                                                                                                                                                                                                                                                                                                                  BACKFILL
                                                                                                                                                                                                             CONNECTION.
                  ARCHITECTURE DRG.




                                                                                                                                                                                                                                                                                                                                                RET
                                                                                                                                                                                                             TYPICAL.
                                                                      4.4 RET4.2




                                                                                                                                                                                                                                                                                                 5.0
         600mm MIN. CUT OUT IN KERB




                                                                                                                                                                                                                                                                                                                                                    II
                                                                                                                                                                                                                                                                                                                                                    WALL
         FOR BIO BASIN INLET. REFER
                 TO SECTION DETAIL                                                                                        USIL 3.94
                                                                      4.2




                                                                                                                          DSIL 3.86
          S
                                                          2




                                                                                                                                                                                                                                                                                                                                                           II
                             BIO BASIN.                                                                                                             0Ø




                                                                                                                                                                                                                                                                                                                                                      RET
                           AREA: 22 m2.
                                                                                                        4.2                                       30
                                                                                                             4.0




                                                          -
                                                                                                                                                                                                                                                                                                                                                                                                                        SUSPENDED OPEN BOARDWALK
                          REFER DETAIL                                                                                                                                                                       5.0
                                                                                                                                                                     4.8




                                                                                                                                                                                                                                                                                                                                                                                                                            TO ALLOW FILTERED LIGHT




                                                                                                                                                                                                                                                                                                                                                           WALL
                                     S                                                                                                                                                                                                                                                                                                                                                                                           THROUGH TO PLANTS
                                                                                                         300Ø




                                                                                                                                                                                                                                                                                                                                                             II
 PROPOSED WALL TO BRIDGE                    S                                                                                                                                                                                                                                                                                                                                                                                                                                                     BIO BASIN
                                                                                       3.8




 EXISTING STORMWATER LINE                                                                                                                                                                USIL 3.90                                                                                                                                                                                                                                   RETAINING AND                                                                                                   0.6m HIGH
                                                                                                                              2
                                                                                                                         FALL 25Ø                                                        DSIL 3.86                   5.0                                                                                                                                                                                                           LANDSCAPE SEAT                                                                                                    BARRIER (TYP.)




                                                                                                                                                                                                                                                                                                                                                             4.8
                                                                                                                                                                                                                                                                                                                                                            II
                                                                  SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CARPARK                                                                               0        0.2    0.4        0.6            0.8       1.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                         RP BDY
                                                                                                                                 4.6




                 EXISTING 375Ø SW PIPE
                                                                                             1                                                                                                                                      USIL 4.14
                                                                                         S                                                                                                                                                                                                                                                                                                                                         HOFMANN                                   NATURAL
                                                                                          -
                                                                                                                                                                II




                                                                                                                                                                                                                                                                                                                                                                  RET
                              USIL 3.00                                                                                                                                                                                             DSIL 3.92                                                                                                                                                                                                                                SURFACE                                                            RL 4.50                                                                                  SCALE           1:20 (A1)              1:40 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                      DRIVE
                              DSIL 2.90                                     4.2
                                                                                                                                                                                                                                                                     LANDSCAPE
                                                        SW




                                                                                                                   S                                                                        225Ø




                                                                                                                                                                                                                                                                                                                                                                    II
                                                                                                                                                                                    II
                                                              S




                                                                                                                          USIL 3.84                                                                                                4.8                                                                                                                                                                                                          EX. RL 4.25                                                                                                                                                                               0        0.5    1.0                       2.0       2.5




                                                                                                                                                                                                                                                                                                                                                                   WALL
                                                                                                                                                                                                        II




                                                                                                                          DSIL 3.80
SW                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BIO BASIN SL 3.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RETAINING
                                                                                                                                                                                                                              II




                     EX. 7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SCALE           1:50 (A1) 1:100 (A3)
                                            SW




                                                                                                                                       4.4




               SW         50Ø                                                                                             ROCK ON GEOFABS                                                                                                                                                                                                                                                                                                                                                                                                                 WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.80
                                                                                                                                                                                                                                                                                                                                                                         II
                                                                                                                                                                                                                                              II




                                                                                                                          OVER FILTER MEDIA
                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0         2      4           6             8        10
                                                                                                                                                                                                                                                                      II




                             SW                        STORMWATER DISCHARGE TO                                                                                             S
                        IL 2.8                                                                                                                                                                                                                                                                                                                                                                                                                        RL 3.00
                                                                                                                                                           W




                                                                                                                                                                                                                                                                                  4.8
                                                                                                                                                                                                                                                                                                 II




                                 8                     EXISTING 1050Ø MANHOLE.
                                                                                                                                                                                                                                                                                                                                                            II

                                                                                                                                                                                                                                                                                             4.8
                                                                                                                                                                                                                                                                                                                 II




                                                  SW                                                                                                                                                                                               4.6                                                                                                                                                                                                                                                                                                                                                                                   SCALE 1:200 (A1) 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                             II




     W                                                                                                                                                                                                                                                                                                                                                                                                                                             FILTER MEDIA. REFER
                                                                  SW                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                              4.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                       TYPICAL DETAILS.
                                                                  S




                                                                                                        SW
                                                                                                                                                  W




                 W                                                                                                                                                                                                                                             S
                                                                                                                           SW
                                                                                                                                                                                                                                                                                        S
                                 W                                                                                                                SW                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                           E             E                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BIO BASIN 1 SECTION 1
                                                                                                                                                                     SW                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                  SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCALE 1:50                              -
                                                                                                                                  HO F
                                                                  S




                                                                                                                                       W




                                            W                                                                                                                                             SW                                                                                                                                                                                   S                  S                                                                                                                                                                                                     D       31.03.23 FOR APPROVAL                                                     BT        LS
                                                                                                                                              MAN                                                                                                                                                                                E
                                                                                                                                                           N DR                                                    SW                                                                                                                                                                                                                                                                                                                                                                                   C       10.03.23 FOR APPROVAL                                                     BT        LS
                                                                                                                                                                        IVE


                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                         SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        B       06.07.22 FOR APPROVAL                                                     BT        LS
                                                                                                                                                                                                                                                                                                                                                                    SW




                                                                                                                                                                                                                                                                     SW
                                                                                                                            W




                                                                                                                                                                                                                                                                                                           E
                                                                       S




                                                                                   W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    A       20.05.22 FOR APPROVAL                                                     KC        LS
                                                                                                                                                                                                                                                                                             SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ISSUE DATE                        AMENDMENT                                       BY       APP
                                                                                                               W                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                             E                                                  SW
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                                                                                                                                W                                                                                                                                                                                                                                                            SW       SW
                                                                                                                                                                                                                                                                                                                                                                                    SW                                                                                                                                                                                                                                    CONSULTING PTY LIMITED 2018 ©

                                                                                                                                                       W
                                                                                                                                                                                                                                                                          E
                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                                                                          SW




                                                                                                                                                                                               W                                                                                                                                                                                                                                                                                                                                                                                                         ABN: 39 062 191 799                                                   P: 61 7 3335 4555
                                                                                                                                                                                                                                                    E                                                                                                                                                                                                                                                                                                                                                    39 Sherwood Road, Toowong, Qld, 4066                         E: [email protected]
                                                                                                                                                                                                                         W                                                                                                                                                                                                            0.60m BREAKOUT
                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                     IN BARRIER KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SUSPENDED BOARDWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CLIENT:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                          W                                                                                                                                                                                                                                                                         OVER BIO BASIN                                       STOCKWELL DEVELOPMENT GROUP PTY LTD

                                                                                                                                                                                                                                                                                                                                                                                                                                       RP BDY
                                                                                                                                                                                                                                                                                                                                                                               SW




                                                                                                                                                                                                                                          PROVIDE 0.5m TURF                                                                                                                                                                                                                                                                                         CARPARK                                              SANCTUARY NOOSA CHILDCARE CENTRE
                                                TREATMENT TABLE                                                                                                                                                                           TO INVERT                                                                                                                                                                                                                          0.60                                                                                      DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SURFACE                            LOT 4 NOOSA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL 4.60
                                                                                                                   CATCHMENT IMPERVIOUS                                                                                                                                                                                                NATURAL SURFACE                                                                                                                                                                                                                                                   HOFMANN DRIVE
              MUSIC NODE                        TREATMENT TYPE                                                                                                                                                                                                                                                                                                                                                                                                    RL 4.30
                                                                                                                    AREA (Ha)  AREA (%)                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOOSAVILLE, QLD 4566
                                                                                                                                                                                                                                                                              4                                                                              4
                                         BIO RETENTION BASIN - 22m2                                                                                                                                                                                                                 1                                                               1
                 ROOF
                                              RAINWATER TANK
                                                                                                                         0.078                         100                                                                                                                                                                                                                                                                     NATURAL                                                     BIO BASIN SL 3.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RETAINING                                               STORMWATER TREATMENT PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                               SURFACE                                                                                                              WALL
                                         BIO RETENTION BASIN - 22m2                                                      0.0757                        100
                                                                                                                                                                                                                                                         0.35m MIN




                 ROAD                                                                                                                                                                                                                                                                                                                     PROVIDE ADEQUATE                                                            ROCK ON GEOFABRIC                                                                                                                                                                 DESIGN: KC              DRAWN:        KC            SCALES:         AS SHOWN
                                                  BYPASS                                                                 0.002                         100                                                                                                                                                                                FALLS TO OUTLET                                                             OVER FILTER MEDIA                                     KERB CUT OUT SECTION 2                                                                                                      CHKD:                   APPRD:                      DATE:
                                         BIO RETENTION BASIN - 22m2                                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:50                                   -
                                                                                                                         0.0744                          40                                                                                                                                                                                                                                                                                                                                                                                                                                                  mpn JOB              DRAWING No.                                                  REV
              LANDSCAPE                        GRASS SWALE
                                                                                                                                                                                                                                                                                            SWALE DRAIN
                                                  BYPASS                                                                 0.012                           40
                                                                                                                                                                                                                                                                                            N.T.S.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9307 CP.1.01   D
                                                         TOTAL                                                           0.242
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FOR APPROVAL

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