civils · OPW22/0299

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       KI+188mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           KI+225mm

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            KI+250mm
                                                                                                                                                                                                                                1.5            0.5
                                                                                                                                                                                                                45.5      NEW CONC PATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.0                                                  1.5                                          1.5                   0.5              0.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RP BDY
                                                                                                                                                                                                                    %     STD DRG RS-065




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           K&C INVERT (KI)
                                                                                                                                                                                                                                                                                                                                                                                                  JOIN TO EXISTING PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                    CROSSFALL                                                                                     NEW CONC PATH
                                                                                                                                                                                                                                                                                                                                                                                                  PER IPWEAQ STD DRG RS-170
                                                                                                                                                                                                                                                                                                                                                                                                                                                     TO MATCH                                                                                     STD DRG RS-065
                                                                                                                                                                                                                                               25%                                                                                                                                                                                                   EXISTING




                                                                                                                                                                                                RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VARIES TO SUIT
                                                                                                                                                                                                                                                                                                                                                                                                NATASHA AVENUE                                                                                                                                                -2.5%              -5.0%                                       BUILDING WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                             ɸ                ɸ                                                     ≈ 4%


                                                                                                                                                                                                                             EXISTING
                                                                                                                                                                                                                              SEWER
                                                                                                                                                                                                                                                                                                                                                                                                PAVEMENT COMPOSITION TO MATCH EXISTING.                                                            NEW K&C (TYPE M1)
                                                                                                                                                                                                                                                             EXISTING                                                                                                                           MINIMUM REQUIREMENTS
                                                                                                                                                                                                                                                           STORMWATER                                                                                                                           ASPHALT 30mm DG10 ON 7mm PRIMER SEAL
                                                                                                                                                                                                                                                                                                                                                                                                125mm TYPE 2.2 (CBR 60) BASE COURSE
                                                                                                                                                                                                                                                                                                                                                                                                125mm TYPE 2.3 (CBR 45) SUBBASE COURSE
                                                                                                                                                                                                                            SECTION                   001
                                                                                                                                                                                                                                                       C200                                                                                                                                                                                                                                  SECTION                                                      011
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          C200



                                                                                                                                                                                                                                                                                                                                                                                                                                             NATASHA AVENUE TYPICAL CROSS SECTION

                                                                                                                                                                                                                                1.5            0.5
                                                                                                                                                                                                                          NEW CONC PATH
                                                                                                                                                                                                                32.7%     STD DRG RS-065


                                                                                                                                                                                                                                               25%
                                                                                                                                                                                                RP BDY




                                                                                                                                                                                                                             EXISTING
                                                                                                                                                                                                                              SEWER

                                                                                                                                                                                                                                                             EXISTING
                                                                                                                                                                                                                                                           STORMWATER



                                                                                                                                                                                                                            SECTION                   002




                                                                                                                                                                                                                                                                                                                                                                                                                                                   KI+188mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        KI+225mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                KI+250mm
                                                                                                                                                                                                                                                       C200
                                                                                                                                                                                                                                                                                                                                                                                                     1.0                                   1.5                       1.5                                            1.0                                   1.5                                                                13.9                                                   2.0




                                                                                                                                                                                                                                                                                                                                                                                                              K&C INVERT (KI)
                                                                                                                                                                                                                                                                                                                                                                JOIN TO EXISTING PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                  CROSSFALL                                                                                                                                                                                                                                                                      ROLL UNDER
                                                                                                                                                                                                                                                                                                                                                                PER IPWEAQ STD DRG RS-170
                                                                                                                                                                                                                                                                                                                                                                                                   TO MATCH
                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING
                                                                                                                                                                                                                                                                                                                                                             NATASHA AVENUE                                                                                         2.5%                                           5.0%                                  -5.0%                                               ≈ -11.6%
                                                                                                                                                                                                                                                                                                                                                                                         ɸ                                                                                                                                                                                                                            (E
                                                                                                                                                                                                                                                                                                                                                                                                      ɸ                                12.5%                                                                                                                                                                 ≈ -8.1% ASTERN EDGE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (WESTE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RN EDG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP BDY
                                                                                                                                                                                                                                1.5            0.5             1.0                                                                                                                                                                                                                                                                                                                                                                                                                                 RL 35.24
                                                                                                                                                                                                                          NEW CONC PATH                                                                                                                      PAVEMENT COMPOSITION TO MATCH EXISTING.
                                                                                                                                                                                                                          STD DRG RS-065                                                                                                                     MINIMUM REQUIREMENTS
                                                                                                                                                                                                                16.7%                                                                                                                                        ASPHALT 30mm DG10 ON 7mm PRIMER SEAL
                                                                                                                                                                                                                                                         REPLACE EXISTING K&C (TYPE B1)                                                                      125mm TYPE 2.2 (CBR 60) BASE COURSE                                                                           RESIDENTIAL DRIVEWAY PER
                                                                                                                                                                                                                                               25%       AT SAME LINE & LEVEL AS EXISTING                                                                    125mm TYPE 2.3 (CBR 45) SUBBASE COURSE
                                                                                                                                                                                                RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NSC STD DRGS RS-049 & RS-050



                                                                                                                                                                                                                                                                                 PAVEMENT COMPOSITION TO MATCH EXISTING.
                                                                                                                                                                                                                                                                                                                                                                                                                                                 NATASHA AVENUE DRIVEWAY PROFILE
                                                                                                                                                                                                                            EXISTING
                                                                                                                                                                                                                                                                                 MINIMUM REQUIREMENTS
                                                                                                                                                                                                                             SEWER
                                                                                                                                                                                                                                                                                 ASPHALT 30mm DG10 ON 7mm PRIMER SEAL
                                                                                                                                                                                                                                                             EXISTING            135mm TYPE 2.2 (CBR 60) BASE COURSE
                                                                                                                                                                                                                                                           STORMWATER            125mm TYPE 2.3 (CBR 45) SUBBASE COURSE



                                                                                                                                                                                                                            SECTION                   003
                                                                                                                                                                                                                                                       C200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             KI+175mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             KI+250mm

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              KI+225mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  KI+188mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ☼ REPLACE EXISTING K&C (TYPE B1)
                                                                                                                                                                                                                                1.5            0.5             1.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AT SAME LINE & LEVEL AS EXISTING
                                                                                                                                                                                                                          NEW CONC PATH
                                                                                                                                                                                                                37.4%     STD DRG RS-065                                                                                                                                                                                                                                                                             1.5                                0.5              1.5                                           1.5                                   1.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    K&C INVERT (KI)
                                                                                                                                                                        MATCH NATURAL                                                                                                                                                                        NATURAL SURFACE
C:\Users\DES2\Dropbox\2021\21617ID1_24 Katarina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\2.OPW\21617_CIVIL.dwg




                                                                                                                                                                        SURFACE AT BDY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    JOIN TO EXISTING PAVEMENT
                                                                                                                                                                        (TYPICAL)
                                                                                                                                                                                                                               2.5%            25%
                                                                                                                                                                                                RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PER IPWEAQ STD DRG RS-170

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5.0%
                                                                                                                                                                                                                                                                                                                                                                                                                   RN EDGE)                                                                                         -5.0%                                                2.5%
                                                                                                                                                                                                                                                                                                                                                                                                    ≈ -9.7% (EASTE                                                                                                                                                                                                12.5%                               ☼                              KATHARINA STREET
                                                                                                                                                                                                                                                                                                                                                                                                                 TERN EDGE)
                                                                                                                                                                                                                                                                                                                                                             BASEMENT                               ≈ -3.5% (WES
                                                                                                                                                                                                                           EXISTING                                                                                                                          RL 29.900




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RP BDY
                                                                                                                                                                                                                            SEWER
                                                                                                                                                                                                                                                             EXISTING                                                                                                                                                                                                                                                                                                                  EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PAVEMENT COMPOSITION TO MATCH EXISTING.
                                                                                                                                                                                                                                                           STORMWATER                                                                                                                                                                                                                                                                                                                   SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MINIMUM REQUIREMENTS
                                                                                                                                                                                                                                                                                                                                                                             ACO DRAIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ASPHALT 30mm DG10 ON 7mm PRIMER SEAL
                                                                                                                                                                                                                                                                                                                                                                             DISCHARGE TO STORAGE/DETENTION                                                     RESIDENTIAL DRIVEWAY PER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             135mm TYPE 2.2 (CBR 60) BASE COURSE
                                                                                                                                                                                                                                                                                                                                                                             TANK OUTLET PIT (PIT NO 005).                                                      NSC STD DRGS RS-049 & RS-050
                                                                                                                                                                                                                            SECTION                   004                                                                                                                                                                                                                                                                                                                                                                                                    125mm TYPE 2.3 (CBR 45) SUBBASE COURSE

                                                                                                                                                                                                                                                       C200
                                                                                                                                                                                                                                                                                                                                                                                                                                                 KATHARINA STREET DRIVEWAY PROFILE

                                                                                                                                                                                                                    KATHARINA STREET CROSS SECTIONS                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0      0.5     1      1.5   2      2.5 m




                                                                                                                                   COPYRIGHT ©                                                                                        Associated Consultants                 Client                                                                                                    Drawn                                    Verified                            Project                                                                                                                                                                               Drawing Title                                                         Scale                       Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                       AR                                       DR
                                                                                                                                   This drawing is subject to
                                                                                                                                   copyright in accordance with                                                                       CHRIS CLOUT DESIGN MARK BAIN                                                                                                                                                                                                  24 KATHARINA ST & 10 NATASHA AVE                                                                                                                                                      ROADWORKS SECTIONS                                                             1:50                 A1
                                                                                                                                   the agreement between TOD                                                                                                                                                                                                                           Designed                                 Verified
                                                                                                                                   Consulting Pty Ltd (tc) and tc's                                                                                      CONSTRUCTIONS                                                                                                                 AR                                       DR                                  NOOSA HEADS QLD 4567                                                                                                                                                                                                                                        Drawing Number
                                                                                                                                   client. This drawing shall only
                                                                                                                                   be used for this specific project.                                                                                                                                                                                                                  Approved                                 RPEQ No                             RP DESCRIPTION                                          2 RP122891 & 135 RP92518                                                                                                                                                                                     21617-C202
                                                                                                                                   This drawing shall not be used                                                                                                                                                          Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190      DOUG REYNOLDS                            9072                                LOCAL AUTHORITY                                         NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    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    25.10.22   OPW APPLICATION                   DR                                                                                              [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                                                                                    25.10.22           OPW APPROVAL                                            -                      RL DATUM    LOCAL                                                                                                              MEASUREMENT BAR - INCREMENTS IN mm                     6 of 7                A