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20651_20210302 - C1000 - C1100_[A]

Attached to the e-mail Operational Works Application OPW21/0063 - Cover letter - DA Form 1 - Plans - Correspondence with Unitywater - 16 Myles Street Cooroy.

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REMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  JOIN NEATLY & SMOOTHLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TO END OF EXISTING FOOTPATH & NATURAL SURFACE
                                                                                                                                                                                                                                                                                CJ REFER DETAIL                                                                                                                                   CJ REFER DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   B                                                                                                                                                                                            JOIN SMOOTHLY AND NEATLY
                                                                                                                                                                                                                                                                                                                                                                           0.150




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO NATURAL SURFACE                       NATURAL SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1 ON 6                                                                                                                                             RL 4.324
                                                                                                                                                                                                                                    SL72 MESH (50mm TOP COVER)                                                                                                                                                                                                                                                                                                                                                                                                            ~1 ON 7
                                                                                                                                                                                                                                                                                                                                                                                                         2.5%                                                                                                                                                                                                                                                                                                                                           RL 4.265
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (IN ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RESERVE)                                                                                                        1 ON 10
                                                                                                                                                                                                                                                                    1 ON 8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SERVE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (IN ROAD RE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.33%
                                                                                                                                                                                                                                                                                                                                                 0.298 TO




                                                                                                                                                                                                                                                                                                                                                                                                                 0.300
                                                                                                                                                                                                                                                                                                                                                                                                                          NOM
                                                                                                                                                                                                                                                                                                                                                            0.473




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL 4.00                               EXISTING U/G TELSTRA (INDICATIVE ONLY)                                                                                                                                                                T            T        T     T      T       T        T     T      T

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             T            T           T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              T          T        T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       T       T        T     T            T       T         T        T         T          T          T        T      T      T           T          T        T
                                                                                                                                                                                                                                            ~0.297




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXSITING150Ø                                    EXISTING U/G 150Ø PVC-U SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PVC-U SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                        B
                                                                                                             DIAL BEFORE
J:\2020\20651ID1_16 Myles Street Tewantin - Driveway\4.CADD\#ACAD\20651_CIVIL.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING 1070Ø
                                                                                                                                                                                                                                                                       0.751                     0.300                0.369                                                                                                                                   0.300                                                                                                                                    MANHOLE SEWER
                                                                                                                YOU DIG                                                                                                                                                        RL 3.415                                                                                                                                  RL 3.415
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (IL 3.36)
                                                                                                                www.1100.com.au                                        WARNING
                                                                                                                                                                                                                             0     0.2       0.4     0.6      0.8       1.0 m                                                                                                                                                                                         PROPERTY BOUNDARY                                                                                                                                                                                                                                                                                                                  0       0.5           1          1.5       2        2.5 m
                                                                                             IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
                                                                                             THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE                     OVERHEAD POWER                                                                                                      BLADE PIER DETAIL                                                                                                                                                                                                                                                                                                                                                                                                                                            SECTION 2
                                                                                             EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.                   IN VICINITY OF WORKS                                                                                                                       SCALE 1:20                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE 1:50
                                                                                             SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY                    LOOK UP & LIVE



                                                                                    COPYRIGHT ©                                                                                                       Associated Consultants                                Client                                                                                                                                                                                                                                                                                                                     Drawn                       Verified                        Project                                                                                                         Drawing Title                                                                                                       Scale                     Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AR                          DR
                                                                                    This drawing is subject to
                                                                                    copyright in accordance with                                                                                                                                            J. WHITE                                                                                                                                                                                                                                                                                                                                                                               DRIVEWAY                                                                                                        GENERAL ANRRANGEMENT,                                                                                                   1:50 UNO                   A1
                                                                                    the agreement between TOD                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Designed                    Verified
                                                                                    Consulting Pty Ltd (tc) and tc's                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AR                          DR                              16 MYLES STREET, TEWANTIN                                                                                       CROSS SECTIONS & DETAILS                                                                                            Drawing Number
                                                                                    client. This drawing shall only
                                                                                    be used for this specific project.                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Approved                    RPEQ No                         RP DESCRIPTION  LOT 3 RP108538                                                                                                                                                                                                               20651-C1100
                                                                                    This drawing shall not be used                                                                                                                                                                                                                                                                                                           Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190                                                                                                    D.REYNOLDS                  9072                            LOCAL AUTHORITY NOOSA SHIRE COUNCIL
                                                                                                                          B    24.02.21   ISSUE FOR APPROVAL                                 AR                                                                                                                                                                                                                                                                                                                                                                                                                                                    MCU APPROVAL                        HORIZ DATUM LOCAL                                                                                     0        10         20           30          40    50          60                         Sheet                         Revision
                                                                                    for construction until marked as                                                                                                                                                                                                                                                                                                                    PO Box 61, Noosaville, QLD 4566                                                                                                                Signed
                                                                                                                          A    16.02.21   ISSUE FOR APPROVAL                            AR                                                                                                                                                                                                                                   [email protected]     www.todconsulting.com                                                                                                                                                                 ROL APPROVAL                        VERT DATUM AHD
                                                                                    'Issued For Construction' in the
                                                                                    revision description.                Rev    Date      Revision Description                         Drawn                                                                                                                                                                                                                                                 ABN 39 128 805 336                                                                                                                                                                         24.02.21   OPW APPROVAL                        RL DATUM    PM27355 RL5.125                                                                                MEASUREMENT BAR - INCREMENTS IN mm                                                            2 of 2                 B
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