Appendix D - Acid Sulphate and Dewatering Managment Plan · OPW23/0179

                               N




                                                                                                                        TW
                                                                                                                                                                                                                                                                                                                                                              1.40
                                                                                                                                                                                                                                       1.40




                                                                                                                                                                                         1.2
                    W                      E




                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                            -0.30




                                                                                                                      TW
                                                                                                                                                                                                                                                                                       E OVER
                                                                                                                                                                                                                             -0.30                                        BUILDING LIN
                                                                                                                                                                                                                                                                                                                                             -0.30
                                S                                                                                                                1.20                                                                                                                                                           -0.30

                                                                                                                                                                                                                                                                      1.60
        LEGEND




                                                                                                                   W
                                                                                                                   T
                                                                                                                                                                                                                                                                          1.80

                                                                                                                                          1.20                                                                                                                           2.00                                                                                      1.60
                        PROPOSED BUILDING (BASEMENT)




                                                                                                                  W
                                                                                                                  T
                        PROPOSED DRIVEWAYS AND PATHS                                                                                                                                                                                                                                                                                                                    BASEMENT
                                                                                                                                                                                                                                                                                                                                                                        DRAINAGE SUMP
                                                                                                                                                                                                                                     -0.30
                        DESIGN MAJOR CONTOUR




                                                                                                                                                                                                                                                   E OVER
                        DESIGN MINOR CONTOUR




                                                                                                              WT




                                                                                                                                                                                                                                       BUILDING LIN
                                                                                                                                                                                                                                                                                                                                                   -0.30




                                                                                                                                  1.4
         + 4.200        DESIGN SPOT LEVEL




                                                                                                                                      0
                                                                                                                                                                                                                                                                                               -0.40
             E          EXISTING ELECTRICAL




                                                                                                                                                                                                                                                                                                                        BUILDING LIN
            SW          EXISTING STORM WATER




                                                                                                              T
                                                                                                             W
             T          EXISTING TELSTRA




                                                                                                                                                                                                                                                                                                                             OVER    E
                                                                                                                           1.
                        WATER RETICULATION




                                                                                                                              4
            W




                                                                                                                              0
                                                                                                                                                                                                                                                                                     -0.30
                                                                                                                                                                                                                                              -0.30
                        EXISTING SEWER




                                                                                                          T
            S




                                                                                                        W
                                                                                                                                                                                                                                                                                                                                                                                1.8
                        LOT BOUNDARIES                                                                                                                                                                                                                                                                                                                                             0
            17.00             EXISTING CONTOURS
                                                                                                                                                                                                                                                                                      -0.29
                                                                                                                                                                                                                                                        -0.30                                                                                                 -0.30



                                                                                                        T
                                                                                                                                                                                                                                                                                       -0.17

                                                                                                     W
                                                                                                                                                                                                                                                            -0.18
SERVICES NOTE:                                                                                                                                                                                                                                                                         -0.01




                                                                                                                                                                                                                      1.80
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT                                                                                                                                                                                                 -0.01
                                                                                                                        1.2                                                                                                                                                                                        -0.32
2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED                                                                  0
    IN NEW LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED
                                                                                                T
                                                                                              SW




                                                                                                                        1.20
                                                                                             W



    IN ACCORDANCE WITH UNITYWATER PRIVATE WORKS APPLICATION                                                                                                                                                                                                                              0.69
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO                                                                                                                                             CORE FILLED                                                       0.69
    AUTHORITIES STANDARDS                                                                                                                                                                       BLOCK WALLS
                                                                                                                                                                                                TOP OF WALL
                                                                                                                                                                                                MIN. RL = 2.700
                                                                                                 SW T




DRAINAGE NOTE:
1. ENGINEERING ASSESSMENT HAS IDENTIFIED THAT THERE ARE NO                                                                                                                          RAMP DRIVEWAY                                                                                                        1.80
                                                                                                 W




                                                                                                                                                 MATCH NEW DRIVEWAY                 TO RL = 2.400 AT
    SIGNIFICANT EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS                                                                                       SURFACE NEATLY TO                  BOUNDARY TO
    THAT CONSTRAIN THIS DEVELOPMENT.                                                                                                                                                ACHIEVE FLOOD                                                                                                                                                                                1.80
                                                                                                                                                 EXISTING                                                                                                                                                                                                                                     PEDESTRIAN
2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA                                                                                                                       IMMUNITY




                                                                                                                                                                                                                                                     BLOCK WAL
                                                                                                                                                                                                                                                                                                                                                                                              ACCESS PATH
                                                                                                                                                                                    REQUIREMENTS
                                                                                                 T




                                                                                                                                                                                                                                                                                               2.05                                                                                           MIN. RL = 2.700
    APPROVED KERB ADAPTORS                                                                                                                                                                                                                                          2.05
3. 300sq DOMESTIC INLET PITS MAY BE INSTALLED IF SURFACE FLOWS
                                                                                             W




                                                                                                                                                                                                                                                                                               2.22                                                                     1.61
                                                                                                                                                                                                                                                                      2.22                                                                          2.40




                                                                                                                                                                                                                                                            L
    TO STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. ENSURE THAT                                                                                                                                                                                                                                             2.70
    PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND
                                                                                                                                                                                                                                                                                                                                               2.40
    DISCHARGE TO KERB ACCORDINGLY.                                                                                                                                                                                0                                                                              2.40                                                                                         1.60
                                                                                             T




                                                                                                                                                                                                               2.4                                          2.40                                                              1.6
                                                                                                                                                                                                                                                                                                                                 0
 DRIVEWAY NOTE:                                                                                                                                                                                                                     2.25
                                                                                                                                                                                                   2.25




                                                                                                                                                                                                                                                                                                                                               L
 DRIVEWAY GEOMETRY AND GRADES AS PER AS2890.1 AND




                                                                                                                                                                                                                                                                                                                                                BLOCK WAL
                                                                                                                                                                                                                             2.20
                                                                                                                                                                                                                                                                                                                                                                   2.05
 STD DWG RS-050 WHERE APPLICABLE. ACCESS VIA EXISTING
 EASEMENT DRIVEWAY.                                                                                                                                                                      2.20
                                                                                                                                                                                                                                                                                                                                                                                                         CORE FILLED




                                                                                                                                                                                                                                 2.00
                                                                                             T




                                                                                                                                                                                                                                1.80
                                                                                                                                                                                                                                                                                                                                                                                                         BLOCK WALLS
 FINISHED FLOOR LEVEL AND FLOOD IMMUNITY NOTE:                                                                                                                                                     2.12                                                                                                                                                                                                  TOP OF WALL
                                                                                                                                                                                                                      2.25                                                                                                                           2.35                                                MIN. RL = 2.700
 FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT                                                                                                                                           2.00                               2.25                                                                      2.35
                                                                                                                                                                                                                                                                   2.40       2.35
 NOOSA COUNCIL FLOOD INFORMATION SEARCH. BASEMENT
                                                                                                                                                                                               1.80
 FLOOD IMMUNITY PROVIDED BY DRIVEWAY BUND AT RL =




                                                                                                                                                                                                                                                      BLOCK WAL
 2.400m AHD AS SHOWN.                                                                                                                                                                           1.60                                                                                                                                                        2.23
                                                                                                          T                                                                                                                                                                                                                              L
                                                                                                                                                                                                                                                                                                                 BLOCK WAL
                                                                                                         T
                                                                                                                                             0




                                                                                                                                                                                                                                       0
                                                                                                                                          1.2




                                                                                                                                                                                                                                    1.4
                                                                                                                                                                                                                                                            L
                                                                                                                                                                                                                                                                                                 L
                                                                                                                                                                                                                                                                                 BLOCK WAL                                                                                                            W
                                                                                             W
CONTRACTOR TO DETERMINE THE EXACT                                                                                                   T
LOCATION OF ALL EXISTING SERVICES IN                                                                                                                    T                                                                                                                      2.13                                                                                                   W
                                                                                                                                                                      T                                                                                                                                                                                      W                                            T
THE VICINITY OF THE PROPOSED WORKS                                                                                         W                                                             T                                                                                                                         W                                                                      T
                                                                                                                                                 W                                                         T                                                                                 W                                                                      T
     PRIOR TO THE START OF ANY                                                                                                                                                                                                  T                                 W                                                             T
   CONSTRUCTION - CONTRACTOR IS                                                                                                                               W                                                        W                                                  T                          T
                                                                                                                                                                                                    W
                                                                                                     W




  RESPONSIBLE FOR ANY DAMAGE TO                                                                                                                                                                                                                                                                                                                                                                                                Meters
          EXISTING SERVICES
                                                                                                                                                                                                                                                                      PP                                                                                                                        5                          0                    5                 10


NOT FOR CONSTRUCTION                                                                                 PROPOSED LAYOUT - DRIVEWAY AND BASEMENT
                                                                                                     SCALE 1:200 @ A3                                                                                                                                                                                                                                                                                                          1:200
                                                                          SCALE                                                                                                                                                                                                                                                                                                                                                DRAWING STATUS


                                                                                                                                     DME
                                                                                                                                                                      APPROVED                                                  PROJECT                                                                                                                                        DRAWING TITLE
 DESIGN - DM                                                                 AS SHOWN
                                                                                                                                                                          Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                                                                                                                                                  FOR APPROVAL
                                    C   MAR 23   FURTHER ADVICE        DM
                                                                          HORIZONTAL DATUM                                                                                                                                           PROPOSED DUAL OCCUPANCY                                                                                                                    PROPOSED LAYOUT                                DRAWING NUMBER

 DRAWN - DM                         B   JAN 23   INFORMATION REQUEST   DM
                                                                                                                                        PROJECTS                          P.O. BOX 7481
                                                                                                                                                                                                                                                                                                                                                                                DRIVEWAY AND                                           03
                                    A   SEP 22      FOR APPROVAL       DM    MGA 56                                                                                       SIPPY DOWNS, QLD, 4556
                                                                                                                                                                          Phone: 0438 157 612
                                                                                                                                                                                                                                     128 GYMPIE TERRACE                                                                                                                                                                        JOB NUMBER

 APPROVED        06/03/2023         ISSUE DATE      DESCRIPTION        BY
                                                                          VERTICAL DATUM
                                                                                                        Engineering - Design - Civil Project Services                     Email: [email protected]                             NOOSAVILLE, QLD, 4566                                                                                                                      BASEMENT                                               220508
                                                                             AHD                                                                                                                                                                                                                                                                                                                                                        ©DME Projects Pty. Ltd.