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UPDATED 16.5.23 - 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
                                                                                                                                                                                                                                                                                           S




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




                                                                                                                                                                                                                                                                                                                                                                      MYALL ST
                                                      ∅
                                                                                                                                                                GROUND FFL 119.44
                                                          225

                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING MINOR CONTOUR




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                                                                                                                                                                                                                                                                                                                                                         K
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING FENCE

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




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



                                                                                                                                                                                                                                                                                                                                    3.8




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                                                                                                                                                                                                                                                                                                                                                                                                                                                    OE                   EXISTING OVERHEAD ELECTRICAL




                                                                                                                                                                                                                                                                                                                    225∅
                                                                                                                                                                                                                                                                                                                               11




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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




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                       PROPOSED RETAINING WALL                                                                                                                                                                                                                                                                                                                                   WITH DOME TOP COVER
                       H = 2.67m                                                                                                                                                                                                                                                                                                                                                 OVER 1050 DIA MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                 RL 115.85




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                                                                                                                          1 IN 3
                                                                                                                                                                0.2m EXTENDED
                                                                                                                                                                DETENTION DEPTH
                                                                                                                                                                                                                                                                                                                                                                                                                              RL 115.85




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                                                                                                                                                                                       BIO - RETENTION BASIN
                                                                                                                                                                                                    RL 115.65




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                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED RETAINING WALL
                                                                      300Ø PIPE INLET                                                                                                                                                                                                                                                                                                                                      H = 1.20m




                                                                                                                                                                                                                                                                                                                               S
                                                                      USIL 115.786
                                                                                                                                             1000




                                                                      DSIL 115.65
                                                                      GRADE 2.0%                                                                                                                                                                                                                                                                                                                                            GRADE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                        MATCH TO




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                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING
                                                                                                                                           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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                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                             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




                                                                                                                                                                                                                                                                                                                                              W
                                                      H = 0.6m
                                                                                                            1000




                                                                                                                                                                    PROPOSED RETAINING WALL
                                                                                                                                                                    H = 1.65m
                                                                                                                                                                                                                                                                                                                           S
                                                                                                          100




                                                                                                                                                                                                                                                                                                                                              W



                                                                                                                                                                                                                                                                                                                                                                                                                                                        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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