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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N




                                                                                                                                       TW
                                                                                                                                                                                                                                                                                                                                                                                               1.40
           LEGEND                                                                                                                                                                                                                                                               1.40




                                                                                                                                                                                                                       1.2
                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W                     E




                                                                                                                                      TW
                              PROPOSED BUILDING (BASEMENT)                                                                                                                                                                                                                                                                  WALL
                                                                                                                                                                                                                                                                                                                   BASEMENT

                                                                                                                                                                1.20
                              PROPOSED CONCRETE SURFACES                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                            1.60




                                                                                                                                                                                                                                                                                                                                                           BASEMENT
                                                                                                                                   W
                                                                                                                                   T
                              DESIGN MAJOR CONTOUR




                                                                                                                                                                                                                                                              BASEMENT
                                                                                                                                                                                                                                                                                                              1.80
                              DESIGN MINOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                             WALL
                                                                                                                                                         1.20                                                                                                                                                2.00                                                                                   1.60




                                                                                                                                                                                                                                                                       WALL
           + 4.200            DESIGN SPOT LEVEL                                                                                                                                                                                                                                                                                          CARPARK 1
                                                                                                                                                                                                                                                                               BASEMENT
                              EXISTING ELECTRICAL




                                                                                                                                  W
                                                                                                                                  T
                E                                                                                                                                                                                                                                                              DRAINAGE SUMP
                                                                                                                                                                                                                                                                                                                                                                                                                      STRUCTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                      SUPPORT COLUMN
               SW             EXISTING STORM WATER                                                                                                                                                                                                                                                                                           CARPARK 2
               T              EXISTING TELSTRA                                                                                                                                                                                                                                                                                                                                                               'REVERSE IN' SIGN FIXED
                                                                                                                                                                                                                                                                                                                                                                                                             TO BASEMENT WALL




                                                                                                                              WT
               W              WATER RETICULATION                                                                                                                                                                                                                                                                                                                                                             (CARPARKS 2,3 & 4)
                                                                                                                                                                                                                                                                                                                                              CARPARK 3




                                                                                                                                                  1.4
               S              EXISTING SEWER




                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                             TEMPORARY GROUND SUPPORT FOR
                              LOT BOUNDARIES                                                                                                                                                                                                                                                                                                                                                                 BASEMENT EXCAVATION
                                                                                                                                                                                                                                                                                                                                                                                                             CONTIGUOUS PILE RETAINING WALL WITH
                                                                                                                                                                                                                                                                                   BASEMENTFLOOR                                                                                                             SHOTCRETE FACE WALL INT. TYP.
                                  EXISTING CONTOURS




                                                                                                                              T
               17.00                                                                                                                                                                                                                                                                                                                           CARPARK 4




                                                                                                                             W
                                                                                                                                                                                                                                                                                    FFL = RL -0.300                                                                                                          REFER TO STRUCTURAL ENGINEERING FOR
                                                                                                                                                                                                                                                                                               (GRADED TO PIT)                                                                                               PRELIM DESIGN. FINAL DESIGN AND
                                                                                                                                                                                                                                                                                                                                                                                                             CERTIFICATION BY CONTRACTOR




                                                                                                                                           1.




                                                                                                                                                                                                                                                                                                                                                                             BASEMENT
                                                                                                                                             04




                                                                                                                                                                                                                                                                                BASEMENT
   SERVICES NOTE:                                                                                                                                                                                                                                                                                                                               CARPARK 5




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




                                                                                                                                                                                                                                                                                                                                                                                 WALL
                                                                                                                       W
                                                                                                                                                                                                    'LOW CLEARANCE 2.2m'                                                                                                                                                                                    1.8
   2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED IN NEW                                                                                                                                                                                                                                                                                                                                              0




                                                                                                                                                                                                                                                                                  WALL
                                                                                                                                                                                                    SIGN TO BE FIXED TO
       LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED IN                                                                                                                                         FACE OF SLAB OVER
       ACCORDANCE WITH UNITYWATER STANDARD CONNECTION APPLICATION
   3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES                                        SW



                                                                                                                      T
       STANDARDS

                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                      BASEMENT
                                                                                                                                                                                                                                                       1.80
   STORMWATER & DRAINAGE DESIGN NOTE:                                                                                                  1.2
   1. ENGINEERING ASSESSMENT HAS IDENTIFIED THAT THERE ARE NO SIGNIFICANT                                                                   0




                                                                                                                                                                                                                                                                                                                                                                        WALL
      EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS THAT CONSTRAIN THIS
                                                                                                                  T
                                                                                                                SW




                                                                                                                                                                                                                                                                                                                          BASEMENT
      DEVELOPMENT.                                                                                                                     1.20
                                                                                                               W




   2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA INTERNAL                                                                                                                                                     CORE FILLED
      NETWORK CONNECTED TO APPROVED KERB ADAPTORS                                                                                                                                                                             BLOCK WALLS




                                                                                                                                                                                                                                                                                                BLOCK WAL




                                                                                                                                                                                                                                                                                                                            WALL
   3. 300sq DOMESTIC INLET PITS INSTALLED AS SHOWN AS SURFACE FLOWS TO                                                                                                                                                        TOP OF WALL
                                                                                                                                                                                                                              MIN. RL = 2.700
                                                                                                               SW T




       STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. PITS TO CONNECT TO
                                                                                                                                                                                                                   RAMP DRIVEWAY                                                                                                             1.80
                                                                                                               W




      INTERNAL DRAINAGE SYSTEM AND DISCHARGE TO KERB ACCORDINGLY. ALL




                                                                                                                                                                                                                                                                                                   L
                                                                                                                                                               MATCH NEW DRIVEWAY                                  TO RL = 2.400 AT
      EXTERNAL STORMWATER OUTLETS MUST BE FITTED WITH BACKFLOW                                                                                                 SURFACE NEATLY TO                                   BOUNDARY TO
                                                                                                                                                                                                                                                                                                                                                                                                             1.80
      PREVENTION TO ENSURE FLOODWATER DOES NOT ENTER LOT VIA S/W SYSTEM                                                                                        EXISTING                                            ACHIEVE FLOOD                                                                                                                                                                                          PEDESTRIAN
                                                                                                                                                                                                                   IMMUNITY                                                                                                                                                                                               ACCESS PATH
                                                                                                                                                                                                                   REQUIREMENTS
                                                                                                                T




                                                                                                                                                                                                                                                                                                                                                                                                                          MIN. RL = 2.400
    DRIVEWAY DESIGN NOTE:
                                                                                                            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




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




                                                                                                                                                                                                                                                                                                                                                                                        L
                                                                                                                                                                                                                                                                                                                                                                                                                                      SURFACE FINISHES




                                                                                                                                                                                                                                                              2.20




                                                                                                                                                                                                                                                                                                                                                                                        BLOCK WAL
    COUNCIL FLOOD INFORMATION SEARCH. BASEMENT FLOOD
                                                                                                                                                                                                                       2.20
    IMMUNITY PROVIDED BY DRIVEWAY BUND AND CONTINUOUS CORE




                                                                                                                                                                                                                                                                      2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                     CORE FILLED
                                                                                                           T




                                                                                                                                                                                                                                                                     1.80
    FILLED BLOCK WALLS AT MIN. RL = 2.400m AHD AS SHOWN.                                                                                                                                                                                                                                                                                                                                                                             BLOCK WALLS
                                                                                                                                                                                                                                                                                                                                                                                                                                     TOP OF WALL
                                           Meters                                                                                                                                                                                                                                                                                                                                                                                    MIN. RL = 2.400
       5                      0                            5                    10                                                                                                                                          2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                       2m WIDE CONCRETE FOOTPATH
                                                                                                                                                                                                                              1.80                                                                                                                                                                                                                     REFER STD DWG RS-O65




                                                                                                                                                                                                                                                                                           BLOCK WAL
                                                                                                                                                                                                                               1.60                                                                                                                                                                                                                    2.5% MAX. GRADE ACROSS FOOTPATH
                                                                                                                         T                                                                                                                                                                                                                                                                                                                             RECONSTRUCT BACK OF KERB AT
                                                                                                                                                                                                                                                                                                                                                                         L
                                           1:200                                                                         T                                                                                                                                                                                                                           BLOCK WAL                                                                                         EXISTING CROSSOVER
                                                                                                                                                          0




                                                                                                                                                                                                                                                                               0
                                                                                                                                                         1.2




                                                                                                                                                                                                                                                                              1.4
                                                                                                                                                                                                                                                                                              L
                                                                                                               W                                                                                                                                                                                                                                                                                                                  W                    MATCH NEATLY TO EXISTING
                                                                                                                                                   T                                                                                                                                                                                                                                                              W
  CONTRACTOR TO DETERMINE THE EXACT                                                                                                                                    T                                                                                                                                              BLOCK WAL
                                                                                                                                                                                                                                                                                                                                     L
                                                                                                                                                                                                                                                                                                                                                                                            W
                                                                                                                                           W                                                    T                                                                                                                                                   W                                                                                 T
  LOCATION OF ALL EXISTING SERVICES IN                                                                                                                                                                                 T                                                                                                                                                                                              T
                                                                                                                                                                W                                                                        T                                                                                   W                                                                      T
  THE VICINITY OF THE PROPOSED WORKS                                                                                                                                                                                                                                   T                               W                                                   T
       PRIOR TO THE START OF ANY                                                                                                                                                     W                                                                 W                                                      T                          T
                                                                                                                                                                                                                                  W
                                                                                                                     W




     CONSTRUCTION - CONTRACTOR IS
    RESPONSIBLE FOR ANY DAMAGE TO
            EXISTING SERVICES                                                                                                                                                                                                                                                                               PP                                                                                                                       REFER TO PROJECT STRUCTURAL ENGINEERING DRAWINGS BY
                                                                                                                                                                                                                                                                                                                                                                                                                                     SCG CONSULTING ENGINEERS (PROJECT 33127) FOR RETAINING


   NOT FOR CONSTRUCTION
                                                                                                                    PROPOSED LAYOUT - DRIVEWAY AND BASEMENT                                                                                                                                                                                                                                                                          WALLS, GROUND SLABS AND BASEMENT STRUCTURAL DETAILING.
                                                                                                                                                                                                                                                                                                                                                                                                                                     REFER TO ARCHITECTURAL PLANS FOR CONSTRUCTION SETOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                     INFORMATION
                                                                                                                    SCALE 1:200 @ A3
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                    03
DESIGN CHECK
                   DM     B       JAN 23           INFORMATION REQUEST   DM
                                                                                      SITE                                    PROJECTS
                                                                                                                                                                           DALE MARTIN - RPEQ 16845
                                                                                                                                                                                                                                        128 GYMPIE TERRACE                                                                                                                                                  DRIVEWAY AND                                     JOB
                                                                                                                                                                                                                                                                                                                                                                                                                                                             NUMBER                220508
DATE
           31/10/23
                          A       SEP 23              FOR APPROVAL       DM   VERTICAL DATUM
                                                                                                 ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
                                                                                                                                                                           P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
                                                                                                                                                                                                                                        NOOSAVILLE, QLD, 4566                                                                                                                                               BASEMENT                                               ©DME Projects Pty. Ltd.
                        ISSUE     DATE                DESCRIPTION        BY           AHD                                                                                  Phone: 0438 157 612 Email: [email protected]