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

                              N




                                                                                                                                  TW
                                                                                                                                                                                                                                                                                                      1.40
                                                                                                                                                                                                                                                   1.40




                                                                                                                                                                                                      1.2
                                                                                                                                                                                        PEDESTRIAN
                    W                    E




                                                                                                                                                                                                         0
                                                                                                                                                                                        ACCESS PATH
                                                                                                                                                                                        MIN. RL = 2.700




                                                                                                                                 TW
                              S                                                                                                                              1.20

                                                                                                                                                                                                                                                              1.60
                                                                                                                                                                                        CONTINUOUS CORE FILLED
        LEGEND




                                                                                                                             W
                                                                                                                                                                                        BLOCK WALLS ON BOUNDARY




                                                                                                                             T
                                                                                                                                                                                        TOP OF WALL MIN. RL = 2.700                                             1.80

                                                                                                                                                     1.20                                                                                                      2.00                                       1.60
                        PROPOSED BUILDING




                                                                                                                            WT
                        PROPOSED DRIVEWAYS AND PATHS

                        DESIGN MAJOR CONTOUR
                        DESIGN MINOR CONTOUR                                                                                                                                                                                                                                                                                   CORE FILLED




                                                                                                                        WT
                                                                                                                                                                                                                                                                                                                               BLOCK RETAINING
         + 4.200        DESIGN SPOT LEVEL




                                                                                                                                             1.4
                                                                                                                                                                                                                                                                                                                               WALL




                                                                                                                                                 0
             E          EXISTING ELECTRICAL                                                                                                                                                                                                                      GROUND FLOOR
                                                                                                                                                                                                                                                               FFL = MIN. RL 2.700
            SW          EXISTING STORM WATER




                                                                                                                      T
                                                                                                                     W
             T          EXISTING TELSTRA




                                                                                                                                      1.
                        WATER RETICULATION




                                                                                                                                        40
            W

            S           EXISTING SEWER
                                                                                                                                                                                                                                                                                                                 1.8
                        LOT BOUNDARIES                                                                                                                                                                                                                                                                              0




SERVICES NOTE:




                                                                                                                                                                                                                                   1.80
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT
2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED                                                                        1.2
                                                                                                                                       0
    IN NEW LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED
    IN ACCORDANCE WITH UNITYWATER PRIVATE WORKS APPLICATION
                                                                                                                                  1.20
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO
    AUTHORITIES STANDARDS
DRAINAGE NOTE:
1. ENGINEERING ASSESSMENT HAS IDENTIFIED THAT THERE ARE NO                                                                                                                                                                                                                     1.80
    SIGNIFICANT EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS
    THAT CONSTRAIN THIS DEVELOPMENT.                                                                                                                                                                                                                                                                              1.80
2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA                                                                                                                                                                                                                                                                  PEDESTRIAN
    APPROVED KERB ADAPTORS                                                                                                                                                                                                                                                                                                     ACCESS PATH
3. 300sq DOMESTIC INLET PITS MAY BE INSTALLED IF SURFACE FLOWS                                                                                                                                                                                                                                                                 MIN. RL = 2.700
    TO STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. ENSURE THAT
    PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND
    DISCHARGE TO KERB ACCORDINGLY.
                                                                                                                                                                                                                               0                                                                                               1.60
DRIVEWAY NOTE:                                                                                                                                                                                                             2.4                                                            1.6
                                                                                                                                                                                                                                                                                              0
DRIVEWAY GEOMETRY AND GRADES AS PER AS2890.1 AND
STD DWG RS-050 WHERE APPLICABLE. ACCESS VIA EXISTING




                                                                                                                                                                                                                                          2.20
EASEMENT DRIVEWAY.                                                                                                                                                                                    2.20




                                                                                                                                                                                                                                              2.00
                                                                                                                                                                                                                                                                                                                                          CORE FILLED




                                                                                                                                                                                                                                             1.80
FINISHED FLOOR LEVEL AND FLOOD IMMUNITY NOTE:                                                                                                                                                                                                                                                                                             BLOCK WALLS
FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT                                                                                                                                                                                                                                                                                         TOP OF WALL
NOOSA COUNCIL FLOOD INFORMATION SEARCH. BASEMENT                                                                                                                                                          2.00                                                                                                                            MIN. RL = 2.700
FLOOD IMMUNITY PROVIDED BY "FLOW DEFENCE" FLOOD                                                                                                                                                             1.80
BARRIER OR SIMILAR.                                                                                                                                                                                          1.60
                                                                                                                                                         0




                                                                                                                                                                                                                                                     0
CONTRACTOR TO DETERMINE THE EXACT
                                                                                                                                                     1.2




                                                                                                                                                                                                                                                 1.4
LOCATION OF ALL EXISTING SERVICES IN                                                                                                           T                                                                                                                                                                                        W
                                                                                                                                                                    T                                                                                                                                                  W
THE VICINITY OF THE PROPOSED WORKS                                                                                                                                                  T                                                                                                                 W                                     T
                                                                                                                                      W                                                               T                                                                               W                                    T
     PRIOR TO THE START OF ANY                                                                                                                                                                                         T                                               W                                  T
                                                                                                                                                             W                                                                               T            W                               T
   CONSTRUCTION - CONTRACTOR IS
                                                                                                                                                                            W                                                      W                            T          T
  RESPONSIBLE FOR ANY DAMAGE TO                                                                                                                                                                                 W
          EXISTING SERVICES


                                                                                                        PROPOSED LAYOUT - GROUND FLOOR
                                                                                                                                                                                                                                                              PP
NOT FOR CONSTRUCTION
                                                                                                         SCALE 1:200 @ A3
                                                                        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
                                                                                                                                                                                                                                                                                          GROUND FLOOR                                           04
                                  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                                                                                                              220508
                                                                           AHD                                                                                                                                                                                                                                                                   ©DME Projects Pty. Ltd.