220508 - Engineering Drawings ISSUE E · OPW23/0179

                                                                                               N




                                                                                                                                    TW
                                                                                                                                                                                                                                                                                                                                                                            1.40
           LEGEND                                                                                                                                                                                                                                                       1.40




                                                                                                                                                                                                               1.2
                                                                                                                                                                                                                  0
                                                                                      W                 E




                                                                                                                                   TW
                              PROPOSED BUILDING (BASEMENT)
                                                                                                                                                            1.20
                              PROPOSED CONCRETE SURFACES                                       S                                                                                                                                                                                                     WALL
                                                                                                                                                                                                                                                                          BASEMENT
                                                                                                                                                                                                                                                                                                     1.60




                                                                                                                                                                                                                                                                                                                                               BASEMENT
                                                                                                                                W
                                                                                                                                T
                              DESIGN MAJOR CONTOUR




                                                                                                                                                                                                                                                      BASEMENT
                                                                                                                                                                                                                                                                                                       1.80
                              DESIGN MINOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                 WALL
                                                                                                                                                     1.20                                                                                                                                             2.00                                                                      1.60
                                                                                                                                                                                                                                                                                                                                                                                              PRELIM. CFA PILE ARRANGMENT




                                                                                                                                                                                                                                                               WALL
            + 4.200           DESIGN SPOT LEVEL                                                                                                                                                                                                                                                                              CARPARK 1
                                                                                                                                                                                                                                                                       BASEMENT
                              EXISTING ELECTRICAL




                                                                                                                               W
                                                                                                                               T
                E                                                                                                                                                                                                                                                      DRAINAGE SUMP                                                                                                          N.T.S. (CONTRACTOR PROVIDED - PRELIMINARY - NOT FOR CONSTRUCTION)

               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                                                                                                                                                                                                                                                   STRUCTURAL                                                                               TEMPORARY GROUND SUPPORT FOR BASEMENT EXCAVATION




                                                                                                                                                0
                                                                                                                                                                                                                                                                                               SUPPORT COLUMN                                                                           CFA-PILED SECANT-WALL EXCEPT WHERE IT IS PROPOSED YOU UTILISE THE
                              LOT BOUNDARIES                                                                                                                                                                                                                                                                                                                                            EXISTING RETENTION WALL DONE BY THE DEVELOPMENT TO THE 'EAST'. FINAL
                                                                                                                                                                                                                                                                                                                                                                                        DESIGN AND EXTENT OF RETAINING WORKS TO BE FINALISED BY CONTRACTOR
                                  EXISTING CONTOURS                                                                                                                                                                                                                                                                                                                                     FOLLOWING AWARD OF CONTRACT. DESIGN AND RPEQ CERTIFICATION OF TEMPORARY




                                                                                                                           T
               17.00                                                                                                                                                                                                                                                                                                               CARPARK 4




                                                                                                                          W
                                                                                                                                                                                                                                                                                   BASEMENTFLOOR                                                                                        GROUND SUPPORT WORKS TO BE BY CONTRACTOR ACCORDINGLY.
                                                                                                                                                                                                                                                                                                                                                                                        BELOW IMAGE INDICATES PROPOSED WALL TYPE AND EXTENTS (GREY BEING EXISTING
                                                                                                                                                                                                                                                                                    FFL = RL -0.300                                                                                     DRIVEN SHEET PILES FOR ADJACENT WORKS)




                                                                                                                                        1.




                                                                                                                                                                                                                                                                                                                                                                BASEMENT
                                                                                                                                           4
                                                                                                                                                                                                                                                                                               (GRADED TO PIT)




                                                                                                                                          0




                                                                                                                                                                                                                                                                        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

                                                                                                                   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 = 2.410 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 = 2.410
    DRIVEWAY DESIGN NOTE:
    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
    FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT NOOSA COUNCIL FLOOD                                                                                                                                                                                                                                                                                                                                       FOR STEP DETAILS AND
                                                                                                                                                                                                                                                                                                                                                                                                                SURFACE FINISHES




                                                                                                                                                                                                                                                      2.20
    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
                                                                                                                                                                                                                                                                                                                                                                                                                CORE FILLED BLOCK




                                                                                                                                                                                                                                                             1.80
    DEFINED FLOOD EVENT AT MIN. RL = 2.410m AHD IN ACCORDANCE WITH NOOSA PLAN                                                                                                                                                                                                                                                                                                                                   WALLS & SURFACES
    2020 FLOOD HAZARD OVERLAY CODE - TABLE 8.2.6.3; AO6.5 EDITORS NOTE                                                                                                                                                                                                                                                                                                                                          MIN. RL = 2.410

                                           Meters                                                                                                                                                                  2.00
       5                      0                            5                    10                                                                                                                                                                                                                                                                                                                                                  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
                                                                                                                      T                                                                                                                                                                                                                 BLOCK WAL                                                                                   EXISTING CROSSOVER
                                                                                                                                                      0




                                                                                                                                                                                                                                                                       0
                                                                                                                                                     1.2




                                                                                                                                                                                                                                                                      1.4
                                           1:200




                                                                                                                                                                                                                                                                                      L
                                                                                                                                                                                                                                                                                                                                                                                                                                    MATCH NEATLY TO EXISTING
                                                                                                                                                T                                                                                                                                                                                                                                            W
  CONTRACTOR TO DETERMINE THE EXACT                                                                                                                                T                                                                                                                                          BLOCK WAL
                                                                                                                                                                                                                                                                                                                       L
                                                                                                                                                                                                                                                                                                                                                                            W
                                                                                                                                        W                                           T                                                                                                                                                   W
  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
                                                                                                                 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 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                        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
           25/02/24
                          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]