Attachment F - Engineering Package · MCU22/0171

                               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




                                                                                                                                                                                                                                   OVER
                        DESIGN MINOR CONTOUR




                                                                                                           WT




                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                       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




                                                                                                                                                                                                                                                                                                                           E OVER
                                                                                                                        1.
                                                                                                                           40
            W           WATER RETICULATION                                                                                                                                                                                                                                          -0.30
                                                                                                                                                                                                                                           -0.30
                        EXISTING SEWER




                                                                                                      T
            S




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




                                                                                                    T
                                                                                                                                                                                                                                                                                          -0.30

                                                                                                 W
SERVICES NOTE:                                                                                                                                                                                                                                                                           -0.20




                                                                                                                                                                                                                  1.80
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT                                                                                                                                                                                            -0.20
                                                                                                                    1.2
2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED                                                             0
    IN NEW LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED
                                                                                            T
                                                                                          SW



                                                                                                                                                                                                                                                                                         0.10
                                                                                                                    1.20                                                                                                                                     0.10
                                                                                         W



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




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




    SIGNIFICANT EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS                                                                                  MATCH NEW DRIVEWAY                 FLOW DEFENCE FLOOD
                                                                                                                                            SURFACE NEATLY TO                  BARRIER SYSTEM                                                                                                                                                                                 1.80
    THAT CONSTRAIN THIS DEVELOPMENT.                                                                                                        EXISTING                                                                                                                                                                                                                                       PEDESTRIAN
                                                                                                                                                                               MIN. RL = 2.700 WHEN
2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA




                                                                                                                                                                                                                                                 BLOCK WAL
                                                                                                                                                                               ACTIVATED. INCL STRIP                                                                                                                                                                                       ACCESS PATH
                                                                                             T




    APPROVED KERB ADAPTORS                                                                                                                                                     DRAIN                                                                                                                                                                                -0.30                  MIN. RL = 2.700
                                                                                                                                                                                                                                                                                                  -0.30
3. 300sq DOMESTIC INLET PITS MAY BE INSTALLED IF SURFACE FLOWS
                                                                                         W




                                                                                                                                                                                                                                                                                                1.85
                                                                                                                                                                                                                                                                 1.85




                                                                                                                                                                                                                                                       L
    TO STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. ENSURE THAT
    PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND                                                                                                                                                                                                              2.00
                                                                                                                                                                                                                                                                                                 2.00
                                                                                                                                                                                                                                                                                                                                               2.10
    DISCHARGE TO KERB ACCORDINGLY.                                                                                                                                                                            0                                                                                  2.10                                                                                      1.60
                                                                                         T




                                                                                                                                                                                                          2.4                                          2.10                                                                 1.6
                                                                                                                                                                                                                                                                                                                               0
 DRIVEWAY NOTE:                                                                                                                                                                                                                 2.25
                                                                                                                                                                                              2.25




                                                                                                                                                                                                                                                                                                                                            L
 DRIVEWAY GEOMETRY AND GRADES AS PER AS2890.1 AND




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




                                                                                                                                                                                                                             2.00
                                                                                                                                                                                                                                                                                                                                                                                                      CORE FILLED
                                                                                         T




                                                                                                                                                                                                                            1.80
                                                                                                                                                                                                                                                                                                                                                                                                      BLOCK WALLS
 FINISHED FLOOR LEVEL AND FLOOD IMMUNITY NOTE:                                                                                                                                                2.25
                                                                                                                                                                                                                                                                                                                                                         2.08
                                                                                                                                                                                                                                                                                                                                                                                                      TOP OF WALL
 FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT                                                                                                                                                                2.25                                                                                                                                                                                MIN. RL = 2.700
                                                                                                                                                                                        2.00                                2.25
                                                                                                                                                                                                                                                              2.10          2.08
 NOOSA COUNCIL FLOOD INFORMATION SEARCH. BASEMENT
                                                                                                                                                                                          1.80




                                                                                                                                                                                                                                                                     BLOCK WAL
 FLOOD IMMUNITY PROVIDED BY "FLOW DEFENCE" FLOOD
 BARRIER OR SIMILAR.                                                                                                                                                                       1.60                                                                                                                                                          2.03
                                                                                                      T                                                                                                                                                                                                                               L
                                                                                                                                                                                                                                                                                                               BLOCK WAL
                                                                                                      T
                                                                                                                                       0




                                                                                                                                                                                                                                  0



                                                                                                                                                                                                                                                                        L
                                                                                                                                      1.2




                                                                                                                                                                                                                                1.4
                                                                                                                                                                                                                                                                                            L                                                                                                      W
                                                                                                                                                                                                                                                                                 BLOCK WAL
                                                                                         W
CONTRACTOR TO DETERMINE THE EXACT                                                                                                T
LOCATION OF ALL EXISTING SERVICES IN                                                                                                                T                                                                                                                            2.01                                                                                              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
                                                                      HORIZONTAL DATUM                                                                                                                                           PROPOSED DUAL OCCUPANCY                                                                                                                     PROPOSED LAYOUT                                DRAWING NUMBER

 DRAWN - 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        13/09/2022         ISSUE DATE    DESCRIPTION    BY
                                                                      VERTICAL DATUM
                                                                                                    Engineering - Design - Civil Project Services                    Email: [email protected]                              NOOSAVILLE, QLD, 4566                                                                                                                       BASEMENT                                               220508
                                                                         AHD                                                                                                                                                                                                                                                                                                                                                         ©DME Projects Pty. Ltd.