Attachment B - Swale and carparking design

                                                                                                                                                                           BOLLARD -
                                                                       16000
                                                                                                                                                                           SEE DETAIL
                                                                                                                                                                                                                                      23000

                                                                                                                                                                                                                                                                                                                                     LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                                                                   LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                                                      LTD

                                                                                                                                                  VISITOR                      ACCESS                 TENNANT                  TENNANT                  TENNANT      TENNANT   TENNANT        TENNANT




                                                                                                                                                                                                                                                                                                                4800
                                                                                                                                                      1                         PARK                     1                        2                        3            4         5              6                                                                                  RPEQ 4928
                  22kl                                                                                                                                      DRAINAGE                                                                                                                                                               OFF. 2C/82 PARKER STREET, MAROOCHYDORE         PH 54 792 118




                                                                                                                     4000
                                                                                                                            5000
                                                          SWALE VOLUME - 22kl
                 TANK                                                                                                                                       BREAKOUTS
                                                                                                                                                                                                                                                                                                                                  THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                    900         900                 900                    900                       900                  900          900       900                900
                                                                                                                                                                                                                                                                                                                                  LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                                                                                    THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                   2400         2400               2600                   2600                      2600                  2600         2600      2600               2600                          MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                           CARPARK - 1 DETAIL
                                                                                                                                                                                                                                                                                                                                 CLIENT AND PROJECT DESCRIPTION
                                                                                                                BATTERS AT EACH END                                                                                                 18200
                                                                                                                TO BE 1 IN 4 MAXIMUM

                                                         SWALE PLAN                                                                                                                                                                                                                                                                 BRIAN WILLIAMS
                  5
                                                                                                                                                                                                                                                                                                                                    VILLAS DEVELOPMENT
   (150)




            1                  MORTARED STONE PITCHING                                                                                                        VISITOR          TENNANT                TENNANT                  TENNANT                  TENNANT      TENNANT   TENNANT
     D




                                                                                                                                                                                                                                                                                                                                    396 LAKE COOROIBAH RD




                                                                                                                                                                                                                                                                                             4800
                                                                                                                                                                 2                7                      8                        9                       10            11       12



                                                                                                                                                                                                                                                                                                                                    NOOSA
                                                                                                                                                                900                  900                   900                        900                     900       900       900
                4D (600)
                                                                                           5000                                                                 2600                2600                  2600                       2600                 2600         2600      2600
                                                                                             4000                                                                                                                                                                                                                                DRAWING TITLE
                                                               N.G.L                                                                                                                     CARPARK - 2 DETAIL                                                                                                                        DETAILS - SWALE &
                                                                                                                                                                                                                                                                                                                                   CARPARKS
                                                                   650
DISCHARGE POINT DETAIL




                                                                                                                   500
                                                                                                                                                                                                                                    18200

                                                                                     SECTION
                                                                                                                                                                                                                                                                                                                                 SCALES
                                                                                                                                                              VISITOR          TENNANT                TENNANT                  TENNANT                  TENNANT      TENNANT   TENNANT




                                                                                                                                                                                                                                                                                             4800
                                                                                                                                                                 3               13                     14                       15                       16           17        18


                                                                                                                                                                                                                                                                                                                                   N.T.S
                                                                                                                                                                900                  900                   900                        900                     900       900       900

                                                                                                                                                                2600                2600                  2600                       2600                 2600         2600      2600


                                        22kl                                             150mm UPVC OVERFLOW
                                                                                          TO SURCHARGE PIT IN                                                                            CARPARK - 3 DETAIL                                                                                CONCRETE FILL PIPE
                                                                                                                                                                                                                                                                                           AND FORM ROUND CAP
                                       TANK                                                  VEGETATED SWALE

                                                                                                                                                                                                                                                  150     300/450                                                                SURVEY DATUM




                                                                                                                                                                                                                                                                                                                       PIPE
                       N.G.L                                                                              N.G.L                                                                         230                                                 110
                                                                                                                                       EDGE RESTRAINT - ER2                                           Y12 bar. 50 MIN. cover
                                                                                                                                                                                                                                                                                                                                   .




                                                                                                                                                                                                                                                                                                                       200 OD
                                                                                                                                                                                                                               90 (Max)
                                                                                                                                       IPEAQ DWG - R-080
                                                                                                                                                                                                                                                           1 in 12                      FIX TO PAD FOOTING




                                                                                                                                                                        230
                                                                                                                                                                        MIN.
                                                                                                                                       KERB AND CHANNEL - B1                                                                                                                            WITH DYNABOLTS THEN
                                                                                                                                                                                                                                                                                        FILL WITH CONCRETE




                                                                                                                                                                                                                                          125
                                                                                                                                       IPEAQ DWG - R-080                       With vehicle loading                                                                                                                              ASSOCIATED CONSULTANTS
                                                                                                                                                                                      ER2
                                                                                                                                                                                                                                                         B1
                                                                                                                                                                                                                                                                                         4/M12 LEVELLING
                                                 SECTION                                                                                                                                                                                                                                 NUTS UNDER
                                                                               450MM SURCHARGE PIT
                                                                                                                                                                                                                                                                                        450x450x300 DEEP
                                                                                                                                                                                                                                                                                        CONCRETE PAD FOOTING

                                                                                                                                                                                                                                                                                                           BOLLARD DETAIL




           VEGETATED INFILTRATION AND LEVEL SPREADER - SWALE                                                                                                                                      CARPARK LAYOUTS




                                                                                                                                                                                                                                                                                                                                 REVISION LIST
                                                                                                                                                                                                                                                                                                                                 A ORIGINAL ISSUE                                      21/07/21




                                                                                                                                                                                                                                                                                                                                Computer File
                                                                                                                                                                                                                                                                                                                                                                  171687-CP.DWG

                                                                                                                                                                                                                                                                                                                                DRAWING NUMBER                                      SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                   17-1687-C1         1      A