RFI - Attachment 4 - Engineering Response 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. STRIP DRAIN                                                                                                                                                                                  ACCESS PATH
                                                                                                   T




    APPROVED KERB ADAPTORS                                                                                                                                                           IN FRONT                                                                                                                                                                                                MIN. RL = 2.700
                                                                                                                                                                                                                                                                                                  2.10
3. 300sq DOMESTIC INLET PITS MAY BE INSTALLED IF SURFACE FLOWS
                                                                                               W




                                                                                                                                                                                                                                                                                                1.85                                                                   1.61
                                                                                                                                                                                                                                                                        1.85




                                                                                                                                                                                                                                                             L
    TO STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. ENSURE THAT                                                                                                                                                                                                                                                    2.70
    PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND                                                                                                                                                                                                                    2.00
                                                                                                                                                                                                                                                                                                  2.00
                                                                                                                                                                                                                                                                                                                                              2.09
    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
                                                                                                                                                                                                                                                                                                                                                                  2.05
 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                                                                                                                                                                                                TOP OF WALL
                                                                                                                                                                                                                        2.25                                                                                                                         2.04                                               MIN. RL = 2.700
 FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT                                                                                                                                            2.00                                2.25                                                                     2.04
                                                                                                                                                                                                                                                                    2.10       2.04
 NOOSA COUNCIL FLOOD INFORMATION SEARCH. BASEMENT
                                                                                                                                                                                                1.80
 FLOOD IMMUNITY PROVIDED BY "FLOW DEFENCE" FLOOD




                                                                                                                                                                                                                                                        BLOCK WAL
 BARRIER OR SIMILAR.                                                                                                                                                                             1.60                                                                                                                                                      2.03
                                                                                                            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                                                                                                                      2.01                                                                                                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                         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        23/01/2023         ISSUE DATE      DESCRIPTION        BY
                                                                            VERTICAL DATUM
                                                                                                          Engineering - Design - Civil Project Services                    Email: [email protected]                              NOOSAVILLE, QLD, 4566                                                                                                                   BASEMENT                                               220508
                                                                               AHD                                                                                                                                                                                                                                                                                                                                                     ©DME Projects Pty. Ltd.