220508 - Engineering Drawings ISSUE E · OPW23/0179

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                                                                                                                                                                   TW
                                                                                                                                                                                                                                                                                                                                                        1.40
           LEGEND                                                                                                                                                                                                                                                                               1.40




                                                                                                                                                                                                                                                     1.2
                                                                                                                                                                                                                                       PEDESTRIAN




                                                                                                                SW
                                                                                                                                                                                                                                                                                                                                                                                                             W                    E




                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                       ACCESS PATH
                                                                                                                                                                                                                                       MIN. RL = 2.410




                                                                                                                                                                  TW
                               PROPOSED BUILDING (GROUND)
                                                                                                                                                                                              1.20                                                                                                                                                                                                                       S
                               PROPOSED DRIVEWAYS AND PATHS
                                                                                                                                                                                                                                                                                                           1.60
                                                                                                                                                                                                                                   CONTINUOUS CORE FILLED




                                                                                                                                                               W
                                                                                                                                                                                                                                   BLOCK WALLS ON BOUNDARY




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                               DESIGN MAJOR CONTOUR                                                                                                                                                                                TOP OF WALL MIN. RL = 2.410                                               1.80
                               DESIGN MINOR CONTOUR                                                                                                                                                                                                                                                                                                        1.60
                                                                                                                                                                                                                                                                                                            2.00




                                                                                                                 SW
                                                                                                                                                                                      1.20
               + 4.200         DESIGN SPOT LEVEL




                                                                                                                                                              W
                                                                                                                                                              T
                     E         EXISTING ELECTRICAL
                 SW            EXISTING STORM WATER




                                                                                                                      SW
                     T         EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                                                                                                CORE FILLED BLOCK




                                                                                                                                                          WT
                  W            WATER RETICULATION                                                                                                                                                                                                                                                                                                                               BOUNDARY WALL




                                                                                                                                                                               1.4
                                                                                                                                                                                                                                                                                                                  GROUND FLOOR                                                  MIN. RL = 2.410
                               EXISTING SEWER




                                                                                                                                                                                 0
                  S                                                                                                                                                                                                                                                                                                FFL = RL 2.700




                                                                                                                           SW
                                 LOT BOUNDARIES                                                                                                                                                                                                                                                                                                                                    CONTINUOUS IMPERVIOUS FLOOD BUND
                                                                                                                                                                                                                                                                                                                                                                                   (CONCRETE SURFACES AND CORE FILLED




                                                                                                                                                          T
                                 CONTINUOUS FLOOD BUND




                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                   BLOCK WALLS)
                                                                                                                                                                                                                                                                                                                                                                                   MIN. RL = 2.410




                                                                                                                                                                       1.4
                                                                                                                                                                         0
  SERVICES NOTE:




                                                                                                                                SW




                                                                                                                                                     T
  1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT




                                                                                                                                                   W
  2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED IN NEW                                                                                                                                                                                                                                                                                               1.8
                                                                                                                                                                                                                                                                                                                                                                     0
      LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED IN
      ACCORDANCE WITH UNITYWATER STANDARD CONNECTION APPLICATION
  3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES




                                                                                                                                     SW



                                                                                                                                                   T
      STANDARDS




                                                                                                                                                W




                                                                                                                                                                                                                                                                                1.80
  STORMWATER & DRAINAGE DESIGN NOTE:
                                                                                                                                                                   1.2
  1. ENGINEERING ASSESSMENT HAS IDENTIFIED THAT THERE ARE NO SIGNIFICANT                                                                                                 0
     EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS THAT CONSTRAIN THIS



                                                                                                                                             T
                                                                                                                                           SW
     DEVELOPMENT.                                                                                                                                                  1.20

                                                                                                                                          W
  2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA INTERNAL
     NETWORK CONNECTED TO APPROVED KERB ADAPTORS
  3. 300sq DOMESTIC INLET PITS INSTALLED AS SHOWN AS SURFACE FLOWS TO
      STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. PITS TO CONNECT TO
                                                                                                                                          SW T

     INTERNAL DRAINAGE SYSTEM AND DISCHARGE TO KERB ACCORDINGLY. ALL                                                                                                                                                                                                                                                            1.80
                                                                                                                                          W




     EXTERNAL STORMWATER OUTLETS MUST BE FITTED WITH BACKFLOW
     PREVENTION TO ENSURE FLOODWATER DOES NOT ENTER LOT VIA S/W SYSTEM                                                                                                                                                                                                                                                                                             1.80
                                                                                                                                                                                                                                                                                                                                                                                PEDESTRIAN
                                                                                                                                                                                                                                                                                                                                                                                ACCESS PATH
                                                                                                                                          T




  DRIVEWAY DESIGN NOTE:                                                                                                                                                                                                                                                                                                                                                         MIN RL = 2.410
                                                                                                                                      W




  DRIVEWAY GEOMETRY AND GRADES AS PER AS2890.1 AND
  STD DWG RS-050 WHERE APPLICABLE. ACCESS VIA EXISTING
  EASEMENT DRIVEWAY.
                                                                                                                                                                                                                                                                            0                                                                                                   1.60
                                                                                                                                          T




                                                                                                                                                                                                                                                                         2.4                                                               1.6
                                                                                                                                                                                                                                                                                                                                               0                                        REFER TO
  FINISHED FLOOR LEVEL AND FLOOD IMMUNITY NOTE:                                                                                                                                                                                                                                                                                                                                         ARCHITECTURAL PLANS
                                                                                                                                     W




  FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT NOOSA COUNCIL FLOOD                                                                                                                                                                                                                                                                                                                 FOR STEP DETAILS AND




                                                                                                                                                                                                                                                                                       2.20
                                                                                                                                                                                                                                                                                                                                                                                        SURFACE FINISHES
  INFORMATION SEARCH. BASEMENT FLOOD IMMUNITY PROVIDED BY DRIVEWAY BUND,
  FINISHED SURFACES AND CONTINUOUS CORE FILLED BLOCK WALLS ABOVE THE 1%AEP                                                                                                                                                                           2.20




                                                                                                                                                                                                                                                                                           2.00
                                                                                                                                      T




                                                                                                                                                                                                                                                                                          1.80
  DEFINED FLOOD EVENT AT MIN. RL = 2.410m AHD IN ACCORDANCE WITH NOOSA PLAN                                                                                                                                                                                                                                                                                                                         2m WIDE CONCRETE FOOTPATH
  2020 FLOOD HAZARD OVERLAY CODE - TABLE 8.2.6.3; AO6.5 EDITORS NOTE                                                                                                                                                                                                                                                                                                                                REFER STD DWG RS-O65
                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                        DRIVEWAY AND
                                                                                                                                                                                                                                                                                                                                                                                                    2.5% MAX. GRADE ACROSS FOOTPATH
                                                      Meters                                                                                                                                                                                               2.00                                                                                                         SURROUNDS TO REACH
                                                                                                                                                                                                                                                                                                                                                                        MIN. RL = 2.410 FOR         RECONSTRUCT BACK OF KERB AT
                 5                          0                           5                       10                                                                                                                                                           1.80                                                                                                                                   EXISTING CROSSOVER
                                                                                                                                                                                                                                                                                                                                                                        FLOOD IMMUNITY
                                                                                                                 T                                                                                                                                                                                                                                                                                  MATCH NEATLY TO EXISTING
                                                                                                                                                                                                                                                              1.60
                                                                                                                                 T                   T
                                                                                                                                                                                                                                                 INSTALL 2xNEW WATER
                                                                                                                      W                              T
                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                 METERS IN ACCORDANCE
                                                                                                                                                                                      1.2




                                                                                                                                                                                                                                                                                              1.4
                                                       1:200                                                                              W
                                                                                                                                                                                  T                                                              WITH UW STANDARD                                                                                                                       W
                                                                                                                                                                                                          T                                      CONNECTION APPLICATION                                                                                                 W
 CONTRACTOR TO DETERMINE THE EXACT                                                                                                                                                                                                 T                                                                                                                   W                                    T
                                                                                                                                                                       W                                                                             T                                                                                 W                                    T
 LOCATION OF ALL EXISTING SERVICES IN                                                                                                                                                         W                                                                      T                                                  W                                  T
 THE VICINITY OF THE PROPOSED WORKS                                                                                                                                                                                                                                                       T            W                                   T
                                                                                                                                                                                                                      W                                                         W                            T              T
                                                                                                                                                                                                                                                               W
                                                                                                                                                 W




      PRIOR TO THE START OF ANY
    CONSTRUCTION - CONTRACTOR IS
   RESPONSIBLE FOR ANY DAMAGE TO
           EXISTING SERVICES
                                                                                                                                              PROPOSED LAYOUT - GROUND FLOOR
                                                                                                                                                                                                                                                                                                           PP                                                      REFER TO PROJECT STRUCTURAL ENGINEERING DRAWINGS BY
                                                                                                                                                                                                                                                                                                                                                                   SCG CONSULTING ENGINEERS (PROJECT 33127) FOR RETAINING
                                                                                                                                                                                                                                                                                                                                                                   WALLS, GROUND SLABS AND BASEMENT STRUCTURAL


                                                                                                                                                               PP
                                                                                                                                                                                                                                                                                                                                                                   DETAILING. REFER TO ARCHITECTURAL PLANS FOR
                                                                                                                                              SCALE 1:200 @ A3                                                                                                                                                                                                     CONSTRUCTION SETOUT INFORMATION
DESIGN                                                                           SCALE                                                                                                                                                                                                                                                                                                           DRAWING
                  DM                                                                                                                                                         APPROVED                                                        PROJECT                                                                                           DRAWING TITLE                                                 FOR CONSTRUCTION
DRAWN
                  DM      D
                           E


                           C
                                  FEB 24
                                  OCT 23
                                  MAR 23
                                                OPW INFORMATION REQUEST
                                                   OPERATIONAL WORKS
                                                    FURTHER ADVICE
                                                                            DM
                                                                            DM
                                                                            DM
                                                                                   AS SHOWN
                                                                                 HORIZONTAL DATUM
                                                                                                                                DME                                                                       Dale Martin                         PROPOSED DUAL OCCUPANCY                                                                            PROPOSED LAYOUT
                                                                                                                                                                                                                                                                                                                                                                                                 STATUS
                                                                                                                                                                                                                                                                                                                                                                                                 DRAWING
                                                                                                                                                                                                                                                                                                                                                                                                 NUMBER                     04
DESIGN CHECK
                  DM       B       JAN 23         INFORMATION REQUEST       DM
                                                                                         SITE                                   PROJECTS
                                                                                                                                                                             DALE MARTIN - RPEQ 16845
                                                                                                                                                                                                                                              128 GYMPIE TERRACE                                                                                 GROUND FLOOR                                    JOB
                                                                                                                                                                                                                                                                                                                                                                                                 NUMBER                 220508
                                                                                 VERTICAL DATUM
DATE
         25/02/24
                           A       SEP 23            FOR APPROVAL           DM
                                                                                         AHD         ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
                                                                                                                                                                             P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
                                                                                                                                                                             Phone: 0438 157 612 Email: [email protected]
                                                                                                                                                                                                                                              NOOSAVILLE, QLD, 4566                                                                                                                                     ©DME Projects Pty. Ltd.
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