Appendix A - Engineering Drawings 220508 ISSUE D OPW · OPW23/0179

                                                                                                                                                                                                                                                                                                                                                                                                                      N




                                                                                                                                                                 TW
                                                                                                                                                                                                                                                                                                                                                      1.40
           LEGEND                                                                                                                                                                                                                                                                             1.40




                                                                                                                                                                                                                                                   1.2
                                                                                                                                                                                                                                     PEDESTRIAN




                                                                                                              SW
                                                                                                                                                                                                                                                                                                                                                                                                           W                    E




                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                     ACCESS PATH
                                                                                                                                                                                                                                     MIN. RL = 2.400




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




                                                                                                                                                             W
                                                                                                                                                                                                                                 BLOCK WALLS ON BOUNDARY




                                                                                                                                                             T
                               DESIGN MAJOR CONTOUR                                                                                                                                                                              TOP OF WALL MIN. RL = 2.400                                               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 = 2.400
                               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 = 2.400




                                                                                                                                                                     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 = 2.400
                                                                                                                                    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                                                                                                                                                                                                                                                                                                                              FOR STEP DETAILS AND




                                                                                                                                                                                                                                                                                     2.20
                                                                                                                                                                                                                                                                                                                                                                                       SURFACE FINISHES
  COUNCIL FLOOD INFORMATION SEARCH. BASEMENT FLOOD
  IMMUNITY PROVIDED BY DRIVEWAY BUND AND CONTINUOUS CORE                                                                                                                                                                                           2.20




                                                                                                                                                                                                                                                                                         2.00
                                                                                                                                                                                                                                                                                                                                                                              CORE FILLED
                                                                                                                                    T




                                                                                                                                                                                                                                                                                        1.80
  FILLED BLOCK WALLS AT MIN. RL = 2.400m AHD AS SHOWN.                                                                                                                                                                                                                                                                                                                        BLOCK WALLS         2m WIDE CONCRETE FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                              TOP OF WALL         REFER STD DWG RS-O65
                                                                                                                              W




                                                                                                                                                                                                                                                                                                                                                                              MIN. RL = 2.400     2.5% MAX. GRADE ACROSS FOOTPATH
                                                    Meters                                                                                                                                                                                               2.00                                                                                                                                     RECONSTRUCT BACK OF KERB AT
                 5                          0                         5                       10                                                                                                                                                           1.80                                                                                                                                   EXISTING CROSSOVER
                                                                                                               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
  NOT FOR CONSTRUCTION
                                                                                                                                                             PP
                                                                                                                                                                                                                                                                                                                                                                 DETAILING. REFER TO ARCHITECTURAL PLANS FOR
                                                                                                                                            SCALE 1:200 @ A3                                                                                                                                                                                                     CONSTRUCTION SETOUT INFORMATION
DESIGN                                                                         SCALE                                                                                                                                                                                                                                                                                                            DRAWING
                  DM                                                                                                                                                       APPROVED                                                        PROJECT                                                                                           DRAWING TITLE                                                       FOR APPROVAL
DRAWN
                  DM      D
                           C
                                  OCT 23
                                  MAR 23
                                                OPERATIONAL WORKS
                                                  FURTHER ADVICE
                                                                          DM
                                                                          DM
                                                                                 AS SHOWN
                                                                               HORIZONTAL DATUM
                                                                                                                              DME                                                                                                           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
          31/10/23
                           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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