RFI - 20210153 Maple St SWMP

∅
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STORAGE CONNECTED TO ROOF DRAINAGE TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5∅
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         22
                         (




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                22
          123.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     P
                                                                                                                                                                                                                                                                                                                                                         119




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                225∅



               2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                225∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           HYDRAULIC ENGINEERS SPECIFICATIONS.                                                                                                                                                                                        W                     EXSTING WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6
                                (




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 90
                                (




                                                                                                                                                                                                                                                                                                                                                                 .6
                                                                                                                                                                                                                                                .2




                                                                                                                                                                                       6
                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 5
                                                                                                                                                                                             1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5                                                                                           OVERFLOWS DISCHARGE TO 2x25KL
                                                                                                                                                                                                                                                 121




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           82.
                                                                                                                                                                                           12

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                113.6
                                                                                                                                                                                                                                                                                                                                                                                                                                     FFL 120.45                                                                                                                                            ATTENUATION TANKS CONNECTED IN SERIES.                                                                                                                                                                                     S                     EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING STORMWATER
                                                                                                                                                                                                                                                                     E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    C5605
                                                                                                                                                    3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      INLET PIT. PIT TO BE JET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                 6
                                     3.
                                       12
                                                                                                                                                 RP99323                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              T                     EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CLEANED AND SEDIMENT
                                                                                                                                                                                                                                                                     E
                                 T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CLEARED TO ALLOW
                                                                                                                                                                                                                                                                                                 S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING TREES
                                                                                                                                                                                                                                                                                                                     120.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FREE DRAINAGE.
                                                                                                                                                                                                                                                                                                                                                                            120




                      123.8


                                                                                                                                                                                                                                                                                                                                         COMMUNAL
                                                                                                                                                                                                                                                                                                                                                                                   .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     116.0                  PROPOSED MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                 E




                                                                                                                                                                                                                                                                                                                                           AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                   120
                                                                                                                                                                                                                                                                                               E




                                                                                                                                                                                                                                                                                                                                                                                       .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED BUILDING SETBACK
                                                                                                                                                                                                                                                                                                                     S
                                 T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                                                                                     E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED STORMWATER PIPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                     E




                                                                                                                                                                                                                                                   1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED STORMWATER PIT & MANHOLE
                                                                                                                                                                                                                                                SP161937
                                                                   123.4
                                 T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RW            PROPOSED RAINWATER TANK
                                                                                                                                                                                                                                                                                                                                    E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED CONCRETE PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED FOOTPATH CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED WALKWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED BIO BASIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2     0   2      4      6     8       10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SCALE                                                 (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1 : 200 (FULL SIZE)


                                                                                                                                                                                                                                    North Point                     Approved                                                                                                                                                                                                                                                                                                                                                                     Project Address                                                                                                                  Title
                                                                                                                                                                                                                                                                    BEN PARRY
                                                                                                                                                                                                                                                                    RPEQ 28084                                                                                                                                                                                                                                                                                                                                                                   45 MAPLE ST, COOROY, QLD 4563                                                                                                    ROADWORKS AND DRAINAGE LAYOUT PLAN
                                                                                                                                                                                                                                            N


                                                                                                                                                                                                                                                                    For and on behalf of RECOR Pty Ltd.
                                                                                                                                                                                                                                                                    Scale                                                                                                                                                                                                                           ENGINEERING + PROJECT MANAGEMENT                                                                                                             Client Details                                                                                                                   PROJECT NAME:                                                    Project Number                       Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SUNSHINE COAST | BRISBANE | SYDNEY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   www.recorconsulting.com | ABN 89 647 469 707                                                                                              MARK MELVILLE                                                                                                                        COOROY NDIS RESIDENTIAL 20210153                                                                        A1
 A    28/03/22       MCU ISSUE                                                                                                                              JAC                                   BRP
                                                                                                                                                                                                                                                                                                                                         AS SHOWN                                                                                                              COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                                                                                                                                                   DEVELOPMENT             Drawing Number                                                                 Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          040                                                                              A
                                                                                                                                                                                                                                                                                                                                                                                                                                                             drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev   Date                                      Revision Description                                                                                   Drawn Check                                                                                                                                                              DO NOT SCALE, IF IN DOUBT ASK                                                                                                                                                              the revision description.