Attachment F - Engineering Package · MCU22/0171

                              N




                                                                                                                            TW
                                                                                                                                                                                                                                                                                                           1.40
                                                                                                                                                                                                                                              1.40




                                                                                                                                                                                              1.2
                                                                                                                                                                                PEDESTRIAN
                    W                    E                                                                                                                                                                                           2.70




                                                                                                                                                                                                  0
                                                                                                                                                                                ACCESS PATH
                                                                                                                                                                                MIN. RL = 2.700




                                                                                                                           TW
                              S                                                                                                                   1.20                                                                                                                                     2.60

                                                                                                                                                                                                                                                             1.60
                                                                                                                                                                                CONTINUOUS CORE FILLED
        LEGEND




                                                                                                                        W
                                                                                                                                                                                BLOCK WALLS ON BOUNDARY




                                                                                                                        T
                                                                                                                                                                                TOP OF WALL MIN. RL = 2.700                                                     1.80
                                                                                                                                                                                                                                            2.70
                                                                                                                                           1.20                                                                                              2.60               2.00                                          1.60
                        PROPOSED BUILDING




                                                                                                                       W
                                                                                                                       T
                        PROPOSED DRIVEWAYS AND PATHS

                        DESIGN MAJOR CONTOUR
                        DESIGN MINOR CONTOUR                                                                                                                                                                                                                                                                                            CORE FILLED




                                                                                                                   WT
                                                                                                                                                                                                                                      2.70                                                                                              BLOCK RETAINING
         + 4.200        DESIGN SPOT LEVEL




                                                                                                                                     1.4
                                                                                                                                                                                                                                                                                                                                        WALL




                                                                                                                                      0
             E          EXISTING ELECTRICAL                                                                                                                                                                                                       2.60            GROUND FLOOR
                                                                                                                                                                                                                                                                FFL = MIN. RL 2.700
            SW          EXISTING STORM WATER




                                                                                                                 T
                                                                                                                W
             T          EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                   2.60




                                                                                                                                1.
                        WATER RETICULATION




                                                                                                                                40
            W
            S           EXISTING SEWER
                                                                                                                                                                                                                                                                                                                          1.8
                        LOT BOUNDARIES                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                             2.70

                                                                                                                                                                                                                                                         2.60


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
                                                                                                                                                                                                                                                                                                           2.60
                                                                                                                                                                                                                                                    2.70                                                  2.70
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                                                                                                                                                                                                                                             2.70
                                                                                                                                                                                                                                                                                           2.70
    PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND
    DISCHARGE TO KERB ACCORDINGLY.                                                                                                                                                                                                                       2.70
                                                                                                                                                                                                                          0                                                                                   2.05                      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:                                                                                                                                                                                                                                                                     2.05                             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
                                                                                                                                                                                                                                                                                                                  1.40
FLOOD IMMUNITY PROVIDED BY "FLOW DEFENCE" FLOOD                                                                                                                                                       1.80
BARRIER OR SIMILAR.                                                                                                                                                                                    1.60
                                                                                                                                            0




                                                                                                                                                                                                                                             0
CONTRACTOR TO DETERMINE THE EXACT                                                                                                                                                                                                                                                                                  1.40
                                                                                                                                           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
                                                                   HORIZONTAL DATUM                                                                                                                    PROPOSED DUAL OCCUPANCY                                                             PROPOSED LAYOUT                                        DRAWING NUMBER

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