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RFI - Appendix B Civil Engineering Report · MCU22/0038

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                                                                                                                               INSTALL PEDESTRIAN SEATING.
                                                                                                                               REFER LANDSCAPE PLANS FOR
                                                                                                                               DETAILS.




           RP BDY




                                                                                                                                                                                                                                                               DETENTION
                                                                                                                                                                                                                                                               EXTENDED
                                                                             BIO BASIN
                                                                                                                                                                                           REFER LANDSCAPE ARCHITECTS
                                                                                                         1.50




                                                                                                                                                                                                                                                                  300
                                                                                                                                                        BUILDING
                                                                                                                                                                                      DRAWINGS FOR SURFACE VEGETATION
                             EX. RL 10.10                                                                                                               GROUND LEVEL 10.300
                                                                                                                                 RL 10.20
                                                                                                                                                                                                                                                                           RL 9.70

           NATURAL                                                                                  BIO BASIN
           SURFACE                                                                                   SL 9.40                                                                                      SURFACE LEVEL 9.40
                                         1 IN 3 BATTER




                                                                                0.80
                                                                                                                                            BASEMENT




                                                                                                                                                                                                                                                                                 500
                                                                RL 8.60

                                                         FILTER MEDIA. REFER                                                                                                    SANDY LOAM. TO SATISFY A
                                                                                                                               SHORING WALL                                   HYDRAULIC CONDUCTIVITY OF




                                                                                                                                                                                                                                                                                       100
                                                             TYPICAL DETAILS.
                                                                                                                                                                                               200mm / hr.




                                                                                                                                                                                                                                                                                 200
                                                                                                                                                                                            COARSE SAND
                                                                                                                                                                                      GRANULAR BACKFILL
                                                                                BIO BASIN 1 SECTION 1                                                                                                                                                              150Ø SLOTTED uPVC PIPE
                                                                                SCALE 1:50                                      CP.1.01                                                                                                                            WITH 1.5-2mm SLOTS (1.5m MAX
                                                                                                                                                                                                                                                                   CTRS, 0.5% MIN. GRADE)

                                                                                                                                                                                                                         TYPICAL FILTER MEDIA DETAILS
                                                                                                                                                                                                                         SCALE 1:20
                                                                                                                                                                                                                         NOTE: PIT SHOWN FOR BIO BASIN 2.
                                                                                                                                 INSTALL PEDESTRIAN SEATING.
                                                                                                                                 REFER LANDSCAPE PLANS FOR
                                                                                                                                 DETAILS.
                    RP BDY




                                                                                         BIO BASIN                                                                                                                MEDIUM              PARTICAL SIZE     CONTENT/ SIEVE - % PASSING
                                                         0.80                     1.80                          1.20                          BUILDING                                                            SANDY LOAM          COMPLIANT WITH    5 - 10 % ORGANIC
                                                                                                                                              GROUND LEVEL 10.300                                                                     FAWB GUIDELINES   pH 6.0 - 8.0
                                                     BUND                                                                      RL 10.20                                                                                                                 200mm/hr HYDRAULIC
HOFMANN                         1 IN 3              RL 10.00                                                                                                                                                                                            CONDUCTIVITY.
   DRIVE                      BATTER
                                                                                                          BIO BASIN                                                                                               COARSE SAND         1.0mm TYP.        1.4mm - 100%
                                                                                                           SL 9.40                                                                                                                                      1.0mm - 80%
                                                    1 IN 3 BATTER                                                                                                                                                                                       0.7mm - 44%
                                                                                                                                                       BASEMENT
                                                                                         0.80




                                                                                                                                                                                                                                                        0.5mm - 8.4%
                              NATURAL                                                                                                                                                                             GRANULAR            5mm
                                                                              RL 8.60                                           1.6m HIGH
                              SURFACE                                                                                                             SHORING WALL                                                    BACKFILL
                                                                                                                                RETAINING
                                                            FILTER MEDIA. REFER
                                                                                                                                WALLL.
                                                                TYPICAL DETAILS.



                                                                                BIO BASIN 2 SECTION 2
                                                                                SCALE 1:50                                      CP.1.01




                                                              PROVIDE TURF TO
                                                          FULL WIDTH OF SWALE

                                                                                                4                      4
                                                                                                     1            1
                                                                0.125m MIN




                                                                                                                           PROVIDE ADEQUATE
                                                                                                                           FALLS TO OUTLET

                                                                                        SWALE DRAIN
                                                                                        N.T.S.
                                                                                                                                                                                                                                                                                                                                                           B      12.05.22 FOR APPROVAL                                          KC      LS

                                                                                                                                                                                                                                                                                                                                                           A      15.03.22 PRELIMINARY ISSUE                                     KC      LS
                                                                                                                                                                                                                                                                                                                                                          ISSUE DATE                       AMENDMENT                             BY     APP
                                                                                                                                                                                                                                                                                                                                                               COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                                                                                                                                                                                                                                                                                                                                                                          WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                                                                                                                                                                                                                                                                                                                                                                          CONSULTING PTY LIMITED 2018 ©




                                                                                                                                                                                                                                                                                                                                                          ABN: 39 062 191 799                                             P: 61 7 3335 4555
                                                                                                                                                                                                                                                                                                                                                          39 Sherwood Road, Toowong, Qld, 4066                   E: [email protected]


                                                                                                                                                                                                                                                                                                                                                          CLIENT:




                                                                                                                                                                                                                                                                                                                                   NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                           BUCHAN
                                                                                                                                                                                                                                                                                                                                                           LOT 22 MEDIHUB
                                                                                                                                                                                                                                                                                                                                                           NOOSA BUSINESS CENTRE
                                                                                                                                                                                                                                                                                                                                                           28 EENIE CREEK ROAD
                                                                                                                                                                                                                                                                                                                                                           NOOSAVILLE, QLD 4566

                                                                                                                                                                                                                                                                                                                                                                          CIVIL WORKS DETIALS
                                                                                                                                                                                                                                                                                             0    0.2    0.4   0.6    0.8    1.0
                                                                                                                                                                                                                                                                                                                                                          DESIGN: KC             DRAWN:      KC          SCALES:       AS SHOWN

                                                                                                                                                                                                                                                                                             SCALE      1:20 (A1)    1:40 (A3)                            CHKD:                  APPRD:                  DATE:

                                                                                                                                                                                                                                                                                                                                                               mpn JOB             DRAWING No.                                        REV
                                                                                                                                                                                                                                                                                             0    0.5    1.0          2.0   2.5
                                                                                                                                                                                                                                                                                                                                                            8662 CP.2.01   B
                                                                                                                                                                                                                                                                                             SCALE      1:50 (A1) 1:100 (A3)
                                                                                                                                                                                                                                                                                                                                                              FOR APPROVAL

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