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RFI - 20210153 Maple St Civil Plans

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Original PDF page 24, section 1. The text section number identifies this passage in the reader.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                   LEGEND:




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ADJACENT BOUNDARY




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                                                                                                                                                                                                                                                                                         W
                                                                            225∅
                                                                                                                                                                                                   B                                                                                                                                                                                                                                                                                    PROPOSED BOUNDARY




                                                                                                                                                                                                                                                                                                                            .0
                                                                                                                                                                     UNIT 8




                                                                                                                                                                                                                                                                                                                              4
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                                                                                                                                                                                                                                                                                                                           11
                                               225∅
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                                                                                                                                                               BASEMENT FFL 116.50
                                                                                                                                                                                                    -                                                                                                                                                                                                                                                              116.0                EXISTING MAJOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                                      MYALL ST
                                                      ∅
                                                                                                                                                                GROUND FFL 119.44
                                                          225

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING MINOR CONTOUR




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING FENCE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING BUILDING
                                                      A
                                                                                                                                                                                                                                                                                                                                                                                                                                                        \ \ \ \ \ \ \ \ \ \ \




                                                                                       225∅
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING KERB AND CHANNEL
                                                      -
                                                                                   ∅
                                                                                    225
                                                                                                                                                                                                                                                    225∅                                                     225∅



                                                                                                                                                                                                                                                                                                                                    3.8




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OE                   EXISTING OVERHEAD ELECTRICAL




                                                                                                                                                                                                                                                                                                                    225∅
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E                    EXISTING UNDERGROUND ELECTRICAL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SW                   EXISTING STORMWATER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W                    EXSTING WATER




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S                    EXISTING SEWER
                                              FFL 119.112                                                                                                                                                                                                                                                                                                                                                                                                          T                    EXISTING TELSTRA

                                                                                                                                                                                                                                                                                                                                                  W                                                                                                                                     EXISTING TREES

                                                                                                                                                                                                                                                                                                                                                                                                                                                               116.0                    PROPOSED MAJOR CONTOUR




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED MINOR CONTOUR




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED BUILDING SETBACK

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED RETAINING WALL




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                                                                                                                                                                                                                                                                                                                                                                                       600 X 600 FIELD INLET
                                                                                                                                                                                                                                                                                                                                                                                       WITH DOME TOP COVER




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                                                                                                                                                                                                                                                                                                                                                                                       OVER 1050 DIA MANHOLE
                       PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                       RL 115.85
                       H = 2.67m




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                                                                                                                          1 IN 3
                                                                                                                                                                0.2m EXTENDED
                                                                                                                                                                DETENTION DEPTH
                                                                                                                                                                                                                                                                                                                                                                                                                                            RL 115.85




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                                                                                                                                                                                       BIO - RETENTION BASIN                                                                                                                                                                                                                                               10.0%
                                                                                                                                                                                                    RL 115.65
                                                                                                                                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                                                                                 1 IN




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                                                                      300Ø PIPE INLET




                                                                                                                                                                                                                                                                                                                               S
                                                                      USIL 115.786
                                                                                                                                             1000




                                                                      DSIL 115.65
                                                                      GRADE 2.0%




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       H = 1.20m
                                                                                                                                           100




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                                                                                                                                             200




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                                                                                                                                                                                                                                              SECTION                                 A
                                                                                                                                                                                                                                               SCALE 1:25                              -




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                                                                                                                                                                                                                                                                                                                                                                                                               113.479




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                                                                                                                                                                                                                                                                                                                                                                                                                                                           300Ø PIPE OUTLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                           USIL 113.479




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                                                                                                                                                    BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                           DSIL 112.597
                                                                   FFL 116.50                                                                                                                                                                                                                                                                                                                                                                              GRADE 12.5%
                                                                                                                                                                    19
                                                                                                                                                                   C5605




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                                                                                                                   0.2m EXTENDED
                                                                                                                   DETENTION DEPTH                  RL 116.00




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                                                                                                           BIO - RETENTION BASIN
                                                                                               1 IN                     RL 115.65
                                                                                                      3



                                                                                                                                                                                                                                                                                                                           S
                                                      PROPOSED RETAINING WALL




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                                                      H = 0.6m
                                                                                                            1000




                                                                                                                                                                    PROPOSED RETAINING WALL
                                                                                                                                                                    H = 1.65m
                                                                                                                                                                                                                                                                                                                           S
                                                                                                          100




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.5        0           0.5        1.0
                                                                                                            200




                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE                                                  (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1 : 25 (FULL SIZE)

                                                                                                          SECTION                   B                                                                                                                                                                                                                                                                                                                                   1    0    1     2      3     4       5
                                                                                                           SCALE 1:25                  -                                                                                                                                                                                                                                                                                                                  SCALE                                                  (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1 : 100 (FULL SIZE)


                                                                                                            North Point     Approved                                                                                                                                                                                                                                 Project Address                                     Title
                                                                                                                            BEN PARRY
                                                                                                                            RPEQ 28084                                                                                                                                                                                                                               45 MAPLE ST, COOROY, QLD 4563                       DRAINAGE DETAILS SHEET 2 OF 2
                                                                                                                      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
 B    28/04/23   RFI UPDATE                                               QT                  BP                                                                                                                                                     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

                                                                                                                                                                                                                                                                                                                                                                                                                                                 054                                                                           B
                                                                                                                                                                                                                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.

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