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191001_05.2_Civil Drwgs

Attached to the e-mail Operational Works Application OPW21/0189 - DA Form 1 Application Driveway crossovers & Stormwater Discharge connection 13-15 Hilton Esplanade Tewantin.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REMOVED AND REPLACED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WITH KERB AND CHANNEL

                                                                                                                                                                                                                                                                                                    1                                           2                                     3                                       4                                 5
                                                                                                                                                                                                                                                                                                                                                                            NO FILL



                                                                                                                                   LEGEND
                                                                                                                                                                                                                                     INSTALL 600 X 600 STORMWATER
                                                                                                                                      B.E.L            BULK EARTHWORKS LEVEL                                                         PIT. CONNECT TO EXISTING
                                                                                                                                                                                                                                     ACCESS PIT WITH Ø150 PIPE.
                                                                                                                                                       PROPOSED BLOCKWORK RETAINING WALL - REFER C101.                                                                                                                             PROPOSED ROOF WATER
                                                                                                                                                                                                                                                                                                                                   TO CONNECT TO NEW PIT
                                                                                                                                                       PROPOSED TIMBER FENCE                                                                                                                                                       (SL 2.00 : IL 0.45)


                                                                                                                                                       EXISTING PROPERTY BOUNDARIES                                                                                                                                                                                                                                                           POOL                                  NO FILL


                                                                                                                                                       PROPOSED ROOF WATER DRAINAGE                                                                                                                                                                      2.500
                                                                                                                                                                                                                                                                                                                                                                      FILL DEPTH
                                                                                                                                                                                                                                                                                                                                                                         VARIES
                                                                                                                                                       PROPOSED STORMWATER DRAINAGE                                                                                                                                                                                   (0 - 1.000m)
                                                                                                                                                                                                                                                                                                                                                                                                                      1.900
                                                                                                                                                                                                                                                                                                                                                                                                                                  B.E.L 1.900m
                                                                                                                                                       PROPOSED 300 x 300 DRAINAGE PIT                                   A                                                                                                                                                                                                        (NOMINAL FILL
                                                                                                                                                                                                                                             INSTALL 600 X 600                                                                                                                                                                    DEPTH 0.900m)
                                                                                                                                                                                                                                             STORMWATER PIT
                                                                                                                                                       FALL DIRECTION
                                                                                                                                                                                                                                             WITH Ø100 PIPE

                                                                                                                                       1.900           SPOT LEVEL




                                                                                                                                   BULK EARTHWORKS                                                                                                                                                                                                                                                                                                             1.900


                                                                                                                                                       FILL (DEPTH VARIES) IN YARD AREAS                                                                                            NO FILL

                                                                                                                                                       FILL TO RL 1.875 UNDER BOAT SHED

                                                                                                                                                       FILL TO RL 2.475 UNDER BUILDING PAD                                                                                                C
                                                                                                                                                                                                                                 EXISTING POINCIANA TREE
                                                                                                                                                                                                                                 TO BE RETAINED                                          C101                                                                                                                                                                                                  E
                                                                                                                                                       FILL TO RL 1.900 AROUND POOL UNDER DECKS                                                                                                                                                                                                                                                                                          C101

                                                                                                                                                       FILL TO DRIVEWAY SURROUNDS                                                                                                                                                                                                                  B.E.L 2.475m
                                                                                                                                                                                                                                                                                                                                                                                                  (NOMINAL FILL
                                                                                                                                                                                                                NEW DRIVEWAY GENERALLY IN                                                                                                                                                         DEPTH 1.475m)
                                                                                                                                                                                                                ACCORDANCE WITH IPWEAQ                                                                                                                                                                                                                                 2.100
                                                                                                                                                                                                                STANDARD DRAWING RS-050.                                                           D
                                                                                                                                                                                                                REFER C101 FOR LONG SECTION.                                                    C101


                                                                                                                                                                                                                                             A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TO STREET
                                                                                                                                                                                                                                                                   DRIVEWAY
                                                                                                                                                                                                                                            C101                  (TO GARAGE)




                                                                                                                                                                                                                                                                                                                                                                                                                                    REMOVE EXISTING YARD DRAINAGE



                                                                                                                                                                                                  B
                                                                                                                                                                                                                                     NO FILL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 AIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TO REM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AINAGE
                                                                                                                                                                                                                      EXISTING PALM TREES                                        1.000
                                                                                                                                                                                                                      TO BE RETAINED
                                                                                                                                                                                                                                                                                                                                                     2.500                                                                                         2.500               2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       YARD DR
                                                                                                                                                                                                                                                                                                                2.100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING
                                                                                                                                                                                                             F.S.L TO MATCH DRIVEWAY                              C
                                                                                                                                                                                                                                                                 C101                                                                                                                                     2.250



                                                                                                                                                                              RECENT GRATED INVERT PIT
                                                                                                                                                                                                                                                                                                                                                     2.150
                                                                                                                                                                              BUILT BY COUNCIL 2020
                                                                                                                                                                                                                                                                      1.300
                                                                                                                                                                                     C                                                                                    D
                                                                                                                                                                                                                                                                        C101


                                                                                                                                                                              NEW DRIVEWAY GENERALLY IN                                        DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                            B.E.L 1.875m                                                                   FILL DEPTH
                                                                                                                                                                              ACCORDANCE WITH IPWEAQ                         B              (TO BOAT SHED)
                                                                                                                                                                                                                                                                                                                                                           (NOMINAL FILL                                                                      VARIES
                                                                                                                                                                              STANDARD DRAWING RS-050.                    C101                                                                                                                             DEPTH 0.875m)                                                                   (0 - 1.500m)
                                                                                                                                                                              REFER C101 FOR LONG SECTION.


                                                                                                                                                                                                                                                                                                                                                                                          2.250
                                                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.350

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STORMWATER DRAINAGE PIT (IL 0.80)
                                                                                                                                                                              PROPOSED STORMWATER
                                                                                                                                                                              DRAINAGE TO CONNECT TO
                                                                                                                                                                              EXISTING GULLY PIT (IL 0.48)
                                                                                                                                                                                                                                                                                              Ø150 PVC                                                                Ø150 PVC                                                             Ø150 PVC
J:\2019\19630bd2_New_Residence_13_and_15_Hilton_Esp_Noosa\4.CADD\#ACAD\19630_CIVIL.dwg




                                                                                                                                                                                                                                                                              NO FILL                                                                                                                                       TIMBER FENCE                        TOE OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                            (2.1m HIGH)
                                                                                                                                                                                                                                                                                                                GENERAL ARRANGEMENT PLAN
                                                                                                                                                                                                                                                                                                                                            SCALE 1:100 AT A1                                                                                                                                                                                                         0    1        2     3      4     5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1:100 (A1)              1:200 (A3)


                                                                                         COPYRIGHT ©                                                                                         Associated Consultants                Client                                                                                                                        Drawn                Verified                    Project                                                                               Drawing Title                                                       Scale                      Sheet Size
                                                                                                                                                                                                                                                                                                                                                                 JC                   JF
                                                                                         This drawing is subject to
                                                                                         copyright in accordance with                                                                                                              P & R TAYLOR                                                                                                                                                                   TAYLOR RESIDENCE                                                                      GENERAL ARRANGEMENT PLAN                                               AS SHOWN                     A1
                                                                                         the agreement between TOD                                                                                                                                                                                                                                               Designed             Verified
                                                                                         Consulting Pty Ltd (tc) and tc's                                                                                                                                                                                                                                        JF                   DR                          13-15 HILTON ESPLANADE, TEWANTIN                                                                                                                          Drawing Number
                                                                                         client. This drawing shall only
                                                                                         be used for this specific project.
                                                                                                                               C    27.08.20   ISSUED FOR APPROVAL                    DR
                                                                                                                                                                                                                                                                                                                                                                 Approved             RPEQ No                     RP DESCRIPTION                                                                                                                                                        19630-C100
                                                                                         This drawing shall not be used                                                                                                                                                                         Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190           D. REYNOLDS          9072                        LOCAL AUTHORITY NOOSA COUNCIL
                                                                                                                               B    14.07.20   ISSUED FOR APPROVAL                    DR                                                                                                                                                                                                                          MCU APPROVAL                               HORIZ DATUM                                                0     10     20     30    40     50      60         Sheet                          Revision
                                                                                         for construction until marked as                                                                                                                                                                                  PO Box 61, Noosaville, QLD 4566                       Signed
                                                                                                                               A    02.03.20   ISSUED FOR APPROVAL                    JC                                                                                                        [email protected]     www.todconsulting.com                                                             ROL APPROVAL                               VERT DATUM
                                                                                         'Issued For Construction' in the
                                                                                         revision description.                Rev    Date      Revision Description                 Drawn                                                                                                                       ABN 39 128 805 336                                                                    27.08.20    OPW APPROVAL                               RL DATUM                                                       MEASUREMENT BAR - INCREMENTS IN mm                      3 of 4                   C
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