OPW14/0010 - Response to information request

                                             LEGEND
                                                       PROPOSED RETAINING WALL
                                                       EXISTING EDGE OF CONCRETE
              ---                  sw---               EXISTING STORMWATER DRAINAGE
              -          E ---+---           E -       EXISTING OVERHEAD POWER lINESlPOLE
              -T_T-                                    EXISTING TELSTRA PLANT                                                                                                                                                                                                                                                                                   CONNECT TO EXISTING
              --3.0--                                  EXISTING SURFACE CONTOUR MAJOR (1.0m)                                                                 PROPERTY                                                                                                                                                                                           DOWNSTREAM 0150 PIPE.
                                                       EXISTING SURFACE CONTOUR MINOR (O.5m)                                                                 BOUNDARY                                                                                                                                                                                           TO BE CONFIRMED ON SITE
                                                                                                                                                                                                                                                                         1
                                                       NEW CONCRETE DRIVEWAY PAVEMENT                                                                                                                                                                               GTP4141

                                                                                                                                                                                                                                                                              EXISTING FENCE
                                                                                                                                                             NEW 150mm THICK CONCRETE SLAB.
                                                                                                                                                                                                                                                                               COLUMN TO BE
             E+Aw~1W?3                                 NEW GRATED DRAIN WITH 0150 uPVC PIPE BELOW                                                            REFER STRUCTURAL DRAVVINGS                                                                                                                                                                                     RENDERED CONCRETE BLOCK
                                                                                                                                                                                                                                                                                 REMOVED BY
                                                       • REFER DETAIL BELOW                                                                                                                                                                                                                                                                                                 RETAINING WALL (RW1) • REFER
                                                                                                                                                                                                                                                                                      OTHERS
                                                                                                                                                                                                                                                                                                                                                                            STRUCTURALDRAVVINGS




                                                                                                                                                                                                                  CP
                                                                                                                                                                                                                BUP12496




                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING     CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                          DRIVEWAY (TO BE
                                                                                                                                                             REMOVE EXISTING GRATED DRAIN AND
                                                                                                                        EXISTING PAVERS                                                                                                                                                                                                                                                                   REMOVED AND
                                                                                                                                                             CONSTRUCT NEW 300mm WIDE GRATED DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                          REPLACED OR
                                                                                                                                                             FOR FULL 'NIDTH OF DRIVEWAYVVlTH 0150 PIPE
                                                                                                                                                                                                                                                                                                                                                                                                          RETAINED. TO BE
                                                                                                                                                             BELOW FOR EXISTING DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                          CONFIRMED ON SITE


                                                                                                                                                             PROVIDE ROOFWATER INSPECTION
                                                                                                                      ~ACO' DRAIN WITH SLOTIED               OPENING 0100 PIPE AND END CAP
                                             EXISTING/                                      ,.                        IRON TYPE "0" TRAFFICABLE
                                            CONCRETE                                              •                   GRATE OR APPROVED
                                            DRIVEWAY                                                                  EQUIVALENT                             LOWER TELSTRA CONDUITS                   LOCAllY
                                                                                                                                                             'WHERE NECASSARY TO
                                                                                                                                                             ACCOMODATE FOOTING
                                                   0100 uPVC PIPE TO                                                    CONCRETE PIPE BEDDING
                                                   CONNECTTO    PIT 1                                                   (MINIMUM 25MPa)

                                                                                                                                                             PROVIDE ROOFWATER INSPECTION
                                                                                                                                                             OPENING 0100 PIPE AND END CAP
                                                                                                                                                             AND DIVERT TO NEW PIPE.
                                                                                                                                                             DEMOLISH END OF EXISTING PIPE

                                                                      GRATED DRAIN DETAIL


                                                                                                                                                                                           EXISTING
                                                                                                                                                                                         OVERHEAD
                                                                                                                                                                                       POWER POLE




                                                                                                                                                                                                                                         UMBRELLA TREE
                                                                                                                                                                                                                                         TO BE REMOVED


                                                                                                                                                                                                                                                        CYPRESS PINES
                  SURVEY NOTES                                                                                                                                                                                                                              TO REMAIN                         +
                  1.     THIS DESIGN             IS BASED ON FIELD SURVEYS         PROVIDED       BY THE SURVEYOR          MAX
                         WA TIERSON              AND ASSOCIATES      AS NOTED IN THE TITlE         BLOCK
                  2.     THE CONTRACTOR                 SHALL CONFIRM      EXISTING   LEVELS, FEATlIRESAND              UTILITIES
                        PRIOR TO CONSTRUCTION.


                  PUP NOTES
                                                                                                                                                                                                                                                                                                                                                         "':> \                                     EXISTING CONCRETE
                  ,.     THE LOCATION              OF PUBLIC UTILITIES     HAS BEEN DETERMINED            FROM FIELD SURVEY
                                                                                                                                                                                                                                                                                                                                                               ~                                    ORIV~;~~RIES
                         AND INFORMATION                PROVIDED    BY THE PROVIDER         I AlfTHORrrlES.
                  2.     THE UTILITIES             ARE SHOWN     ON THE PLANS FOR INFORMA nON ONLY AND NO
                         RESPONSIBILITY              IS TAKEN FOR THE ACCURACY          OR COMPLETENESS              OF THE
                         INFORMATION               SUPPLIED                                                                                                                                                                                                                                                                                              +"                          ~~
                  3      THE CONTRACTOR                 IS TO VERIFY ALL UTILITIES     ON THE SITE PRIOR TO COMMENCING                                                                                                                                                                                                                                                           \,-,--V"
                         THEWORK$                                                                                                                                                                                      Oro   10   10         3.0   '0    1OOOA'A1
                  4      NO 'NORK           IS TO BE UNDERTAKEN         OVER OR WITHIN 3m OF SERVICES                WITHOUT      PRIOR                                                                                t;;;;j                 ••••••••••••
                                                                                                                                                                                                                                                       1 JDDA',u

                         NOTIFICATION              TO THE APPROPRIATE       AlfTHORrrlES.




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                                                                                                                   ASSOCIATES
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                                                                                                                                                                                                                                                                     ALTERATIONS TO EXISTING DRIVEWAY
                                                                                                                                                                                                                                                                     15 LITTLE COVE RD, NOOSA HEADS
                                                                                                                                                                                                                                                                                                                                    GENERAL ARRANGEMENT
                                                                                                                                                                                                                                                                                                                                    PLAN
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