Rfi - 200437-C-00001_A · MCU20/0074

                                                                        ADJACENT LOT
                                                                        PROPERTY BOUNDARY

                                                                                                                                                                                                                                                                                                                            SEWER MANHOLE
                                                       EXISTING KERB                                                                                                                                                                                                                                                        SL 118.16
                                                       AND CHANNEL                                                                                                                                                                                                                                                          DS IL 116.635


              EXISTING STONE PITCHED CONCRETE                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING
              CHANNEL TO BE REMOVED.                                                           1                                                                                                          Carport                      DEPTH OF SEWER 1.25m AT BOUNDARY                                                                                                 PROPOSED U/G SERVICES TO NEW DWELLING                                         TELSTRA PIT
                                                                                             37                                                                                                                                        APPROX. IL 116.597                                                                                                               (WATER, TELECOM, ELECTRICITY)
                                                                                        4.                                  2.00                      2.50                                                                                                                                                                                                                                                                                                                                         EXISTING POWER POLE
                                                                                     11                                    VERGE


                                                                                                                                                                         GUEST PARKING
                                                     PROPOSED PIPE
                                                                                                                                                                          LOW WALL ON
                                                                                                                                                                          CORNER REQUIRED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED WATER METERS FOR NEW




                                                                                                                              5.00
          CONCRETE DROP INLET TO BE REMOVED.                                                                                                                                                                                                                                                                                                                                                                                                                                              DWELLING ADJACENT EXISTING
          PROPOSED STORMWATER MANHOLE AND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING WATER METER LOCATION.
          TO GULLY INSTALLED ON KERB ALIGNMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          100mm AC WATER MAIN LOCATED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OPPOSITE VERGE OF TEWANTIN ROAD

                               APPROX. DIRECTION
                               OF 300Ø RCP
                                                                             9
                                                                    .  13
                                                             1   14
                                                                                                                                                                                                    UNIT 1
                                                ROOFWATER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5
                                                KERB ADAPTORS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ROAD CROSSING LOCATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO BE CONFIRMED IN OPW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR UNDERBORE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TEWANTIN ROAD
                                                                                                                                                                10.40
                                OLIVINE LANE




                                                                                                                                                                                                                     PROPOSED DWELLING                                                                                                                                                            EXISTING DWELLING
                                                                                                   6.00 (W1)

                                                                                                               5.00 (W2)




                                                                                                                                        6.00 (W3)




                                                                                                                                                                                                                         FFL 115.500
                                                       A
                                                       02                                                                                                       9.90
                                                                      6                                                                                                                                                                                                                                                            DEVELOPER TO PROVIDE PUMPED SEWER
                                                                   93                                                                                                                                                                                                                                                              ARRANGEMENT FROM PROPOSED DWELLING TO
                                                                 3.
                                                            11                                                                                                                                                                                                                                                                     A STANDARD UNITYWATER GRAVITY HOUSE
                                                                                                                                                                                                                                                                                                                                   CONNECTION INTO EXISTING SEWER MAIN

                      EXISTING ROAD CROWN
                                                                                                                                                                                                     UNIT 2                                                                                                         EXISTING 150mm AC SEWER MAIN
                                                ROOFWATER
                                                KERB ADAPTORS                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING VEHICLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CROSSOVER
                                               ROAD PAVEMENT
                                               WIDENING AND SEAL
                                                                                                               FLOW




                                                                                 3
                                                                         .76
                                                1                     13
                 EXISTING VEHICLE CROSSOVER LOCATED                                                                                                                                                                                                                                                                                      EXISTING DWELLING STORMWATER TO
                 BETWEEN PROPERTIES TO BE REMOVED OR                                                                                                                                                                                                                                                                                     DRAINAGE PIT. PIPE TO OLIVINE LANE AND
                 RELOCATED WEST FOR ADJACENT LOT.                                                                                                                                                                               Dilapidated Shed                                                                                         OUTLET TO KERB ADAPTORS
                                                                                                                                                    2m WIDE STRIP OF LAND EXTENDING THE
                                                                                                                                                    FULL FRONTAGE TO BE DEDICATED TO
                                                                                                                                                    COUNCIL AS ROAD RESERVE                                                                                                                                           DEPTH OF SEWER 1.27m AT BOUNDARY
                   CONCRETE KERB AND CHANNEL                                                                                                                                                                                                                                                                          APPROX. IL 115.715
                   WITH STONE PITCHING IN CHANNEL
                                                                                                                                                      BATTER SLOPE TO AREA


                                                                         5   62
                                                                      3.
                                                             11


                                                                                                                                                         IF REQUIRED REINSTATE RURAL VEHICLE
                                               ADJACENT LOT
                                                                                                                                                         CROSSOVER FOR ADJACENT LOT.
                                               PROPERTY BOUNDARY



                                                                                                                                                                                                                                                                                                                      SEWER CONTINUES 59m FROM SUBJECT
                                                                                                                                                                                                                                                                                                                      LOT BOUNDARY. LEVELS AT MANHOLE:
                                                                                                                                                                                                                                                                                                                      SL 114.204
                                                                                                                                                                                                                                                                                                                      US IL 113.177




          SURVEY DATA
          SURVEYED BY 'CADCON INTERNATIONAL                                                                                                                                                                                                                                                                                                                                                                                                                           EDGE OF BUILDING




                                                                                                                                                                                                                                                                                                                                                         PROPERTY BDY
          PTY LTD' DATED 30/09/2020. PLAN
                                                                                                                                                                                                                                                              ROAD CROWN




          REFERENCE 208522-01-01




                                                                                                                                                                                                                                                                                                                       KERB FACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             GARAGE FFL 115.50
    NOTES:                                                                                                                    LEGEND                                                                                                                                                     OLIVINE
    1.     DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
           DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS.
                                                                                                                                                                PROPOSED ROAD PAVEMENT                                                                                                    LANE                                                                                                     DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                   SURFACE PROFILE                                                                                              SITE DATA
     2.    DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT                                                                                          PROPOSED TURF/LANDSCAPING                                                                                                                                                                                    2.50 @ 5%
           SCALEFROM DRAWINGS. USE PRINTED DIMENSIONS ONLY.
                                                                                                                                                                                                                                                                               1 ON 3 MAX LANDSCAPING ADJACENT
                                                                                                                                                                                                                                                                               PARKING BEHIND SECTION                                                                     GUEST PARKING                                                                                                                         RPD
                                                                                                                                                                PROPOSED CONCRETE DRIVEWAY AND VEHICLE CROSSOVER
     3.    BUILDING AND LANDSCAPE DESIGN BY 'ABODE SOLUTIONS'.
                                                                                                                                                                IN ACCORDANCE WITH IPWEA STD DWG RS-049 & RS-050
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LOT 107 ON C 5604
     4.    BUILDING FINISHED FLOOR LEVEL (FFL) SUBJECT TO UNITYWATER REVIEW.                                                                                                                                                                                                                    APPROX. RL 113.77                                                                                                                                                                                               PARISH:
                                                                                                                                                                POPOSED STORMWATER
     5.    DRIVEWAY PROFILE CHECKED IN ACCORDANCE WITH AS/NZS2890.1 FOR A                                                                                       PROPOSED RETAINING WALLS                                                                                                                                                                                                 BEHIND SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                COUNTY:
           B99 VEHICLE.
                                                                                                                                                                EXISTING SEWER
                                                                                                                                                                EXISTING U/G TELECOM                                                                                                                                                                                                                                                                                                                            SITE AREA
                                                                                                                                                                EXISTING O/H ELECTRICITY                                                                                                                                                                                                                                                                                                                        1012m2 TOTAL
                                                                                                                                                                EXISTING WATER DBYD                                                                                                   3.46 NOM                                         1.50                    1.50                                        5.40                                     1.50
                                                                                                                                                                EXISTING STORMWATER DBYD                                                                                               VARIES                                         1 IN 8                  1 IN 6                                      1 IN 5                                   1 IN 8                                                       LOCAL AUTHORITY
                                                                                                                                                                                                                                                                                (CROSSFALL EXTENSION)                                                                                                                                            ROLL OVER                                                      NOOSA SHIRE COUNCIL
                                                                                                                                                                EXISTING FENCE
                                                                                                                                                                EXISTING CONTOUR MAJOR                                                                                                                                                                                  SECTION               A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ZONE CLASSIFICATION
                                                                                                                                                                EXISTING CONTOUR MINOR                                                                                                                                                                                  SCALE 1:50            -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MEDIUM DENSITY RESIDENTIAL


                                                                                               North Point                           Scale                                                 Horiz. Datum     Client                                 Consultant                                                                                  Project                                                                                 Drawing
                                                                                                                                                                                             LOCAL                                                                                                                                                                                                                 Drawn      GM                                                                                    Drawing No.                           Rev No.
                                                                                                                                                     0             2.5            5                              MIDSON CONSTRUCTIONS              ABN 51 640 311 842                                                                                  33 TEWANTIN ROAD                                                                           CIVIL SITE LAYOUT AND DRIVEWAY
                                                                                                                                                                                       m
                                                                                                                                                                                           Vert. Datum                (QLD) PTY LTD                SUNSHINE COAST                                                                                      COOROY, QLD, 4563                                           Design     GM                        CROSSOVER SECTION
                                                                                                                                                     A1 1:100
                                                                                                                                                     0            1.25           2.5
                                                                                                                                                                                       m
                                                                                                                                                                                              AHD                                                  BRISBANE
                                                                                                                                                                                                                                                   GOLD COAST
                                                                                                                                                                                                                                                                                                                                                MULTIPLE DWELLINGS DEVELOPMENT                                     Check      LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              200437-C-00001                               A
                                                                                                                                                                                            RL Datum                                                                                                                                                    MCU APPLICATION                                                                Approved                     Signed
 A FOR APPROVAL                                         07.10.20 LS                                                                                  A1 1:50                               OPM 24963                                               COPYRIGHT © All rights reserved.                                                                                                                                                                                                                                                               Sheet
Rev          Revision Description                         Date Approved                                                                                                                    RL 125.924
                                                                                                                                                                                                                                                   This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                   or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                   Date     07.10.20   L.SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                       RPEQ   21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Status    FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Size     A1