Development Application - Part 3 of 3 - Plans · OPW11/0177

                                                                                                                                         BASEMENT GPTIOIL ARRESTOR TO
                                                                                                                                         HYDRAULIC CONSULTANTS DETAILS.




                                                                                                                                                                                                                                                                                                                       GENERAL NOTES:
                                                                                                                                                                                                                                                                            125mn DRIVEWAY SLAB                 1     NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
                                                                                                                                                                                                                                                                            SLS2 40 TOP COVER
                                                                                                                                                                                                                                                                            TYPICAL (U NO)                            SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE 1
                                                                                                                                                                                                                  DOWEL SOCKS IS TO                                                                                   LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
                                                                                                                                                                                                                                                    R1A GALVANISED DOWELS
                                                                                                                                                                                                                  MANUFACTURERS SPEC
                                                                                                                                                                                                                                                    )000 LONG) AT 450 CTS
                                                                                                                                                                                                                                                                                                                      COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATI
                                                                                                                                                                                                                                                                                                                      AND LEVEL OF ALL EXISTING SERVICE UTILITIES, THE CONTRACTC
                                                                                                                                                                                                                                                                                                                      SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES

                                                                                                                                                                                                                                                                                                                2.    THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY
                                                                                                                                                                                                                                                                                                                      ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC PRIOR
                                                                                                                                                                                                                                                        F                                                             BACKFILLING ALL SURVEY TO BE CARRIED OUT BY A LICENCEO
                                                                                                                                                                                                                                                                                                                      SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER.

                                                                                                                                                                                                                                                                            Y SAmm (CBR15)                      3     SURFACE LEVELS SHOWN ARE INTERPOLATED FROM ASPOT LEVI
                                                                                                                                                                                                                                                                                                                      SURVEY. THEREFORE DESIGN LEVELS BASED ON THIS INFORMATI
                                                                                                                                                                                                                                                                                                                      MAY BE VARIED BY THE SUPERINTENDENT ON SITE
                                                                                                                                                                                                                  TYPICAL DOWEL CONSTRUCTION JOINT DETAIL


                                                                                                                                                                                                                                                                                                                       ROADWORKS NOTES:
                                                -911                                                                                                                                                                                                                                                            1.     THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IFWEA
                                      /     -                  - -                                                                                                                                                  ALL WORKS TO BE CARRIED OUT IN STRICT                                                              NOOSA SHIRE COUNCIL d MAIN ROADS STANDARD DRAWINGS
                                                                                                                                                                                                                    ACCORDANCE WITH APPROVED SETTLERS
                                                                                                                                                                                                                    COVE NOOSA RESIDENTIAL HIGH DENSITY                                                         2.     THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
                                                                                                                                                                                                                    ENVIRONMENTAL MANAGEMENT PLAN (EMP1)                                                               LANDSCAPE ARCHITECrs DESIGN DRAWINGS.
                                                                                                                                                                                                                    DATED 21 JULY 2005 BY WBM OCEANICS.
                                                                                                                                                                                                                                                                                                                3.     SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN
                                                                                                                                                                                                                                                                                                                       ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT PLAN. A
                                                                                                                                                                                                                                                                                                                       SPECIFIED IN DWGS ESCO1- ESC02 & AS DIRECTED ON SITE BY
                                                                                                                                                                  INDICATES LINE OF                                                                                                                                    SUPERINTENDENT
                                                          RETAINING WALL TO --                                                                                    BUILDING OVER
                                                                                                                                                                                                                                                                                                                4      ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DF
                                                          STRUCTURAL ENG.
                                                                                                                                                                                                                                                                                                                       DENSITY RATIO (M DD R,) OF 100%STD.
                                                          DETAILS.

                                                                                                                                                                                                                                                                                                                5      ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERS A!
                                                                                                                                                                                                                                                                                                                       CHANNEL AS PER IPWEAQ STANDARD DRAWING R 0160 U.N.O.

                                                                                                                                                                                                                                                                                                                6      WHERE CONCRE I E DRIVEWAYS ABUT KERB & CHANNEL, THE
                                                                                                                                                                                                                                                                                                                       CONTRAC I OR IS TO CONSTRUCT A CROSS-OVER IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                       WITH NOOSA SHIRE- COUNCII STANDARD DRAWINGS

                          SERVICE                                                                                                                                                                                                                                                                               7     PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
                                                                                                                                                                                                                                                                                                                      FOOTPATHS (IF REQUIRED).
                          VEHICLES
                                                                                                                                              RETAINING WALL TO                                                                                                                                                 8     ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE
                          Gam-6pm                                                                                                             STRUCTURAL ENG. DETAIL .
                                                                                                                                                                                                                                                                                                                      PROFESSIONAL ENGINEERS STANDARD SPECIFICATION.

                                                                                                                                                                                                                                                                                                                9     ROADWORKS AND DRAINAGE SET-CUT INFORMATION IS AVAILABLE
                                                                                                                                                                                                                                                                                                                      FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY TATE
                                                                                                                                                                                                                   SIGNAGE NOTES:                                                                                     PROFESSIONAL ENGINEERS HOWEVER TATE PROFESSIONAL
                                                                                                                                                                                                                • PROVIDE CLEARLY VISABLE SIGNAGE TO ADVISE VISITORS                                                  ENGINEERS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT
                                                                                                                                                                                                                   THAT VISITOR CAR PARKING SPACES ARE PROVIDED WITHIN                                                FROM THE DATA PROVIDED CONTRACTOR SHOULD CONFIRM THE
                                                                                                                                                                                                                   BASEMENT CARPARK AND TO CONTACT THE MANAGER OR                                                     CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA
                                                                                                                                                                                                                   UNIT THAT THEY ARE VISTIING VIA THE INTERCOM TO GAIN                                               PROVIDED ON THESE DRAWINGS
                                                                                                                                                                                                                   ACCESS TO USE THE PROVIDED SPACES
                                                                                                                                   FOX ENVIRO BPT600                                                            • ALL LINEMARKING IN ACCORDANCE WITH M,U.T.C.D.
                                                                                                                                   OILIGREASE ARRESTOR SL
                                                                                                                                   20.95 IL 20.35 REFER DWG D02
                                                                                                                                   FOR DETAILS

                                                                                                                                                I
                                                                                                                                                                                                                                        125 Alm   AL:   .C:.i i+C
                                                                                                                                                                                                                                                                                                              LEGEND
                                                                                                                                                                                                                                        SLTOP i              C      7SMPA
                                                                                                                                                                                                                                        PROWU ,5,S S AS ^In9AL CN PLAN                                                                    INDICATES EXISTING STORMWATER
                                                                                                                                                                                                                                                                                                                                          INDICATES EXISTING TELSTRA RETICULATION
                                                                                                                                                                                                                                                                                                                                          INDICATES EXISTING OVERHEAD POWER
                                                                                                                                                                                                                                                                                                                                          INDICATES EXISTING SEWER RETICULATION
                                                                                                                                                                                                                                                                                                                                          INDICATES EXISTING KERB & CHANNEL
                      VISITORS                                                                                                                                                                                                                                                                                                            INDICATES SITE BOUNDARY

                        ONLY                                                                                                                                                                                                                                                                                                              INDICATES STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                •33.70                    INDICATES FINISHED PAVEMENT LEVEL
                                                                                                                                                                                                                                                                                                                     33 70                INDICATES EXISTING LEVEL
                                                                                                                                                                                                                                       PAVEMENT DETAIL.                                                               BJ                  INDICATES BOLSTER JOINT . REFER DETAIL

              NEW 6.Om WIDE CONIC DRIVEWAY                                                                                                                                                                                                                                                                                                INDICATES DOWELLED CONSTRUCTION JOINT- REFER DETAIL
              CROSSOVER INACCORDANCE WITH
              N S.C. STD DWG No 9002                                                                                                                                                                                                                                                                                                       NDICATES PROPOSED FOOTPATH AREAS
                                                                                                                                                                                                                                                                                                                                          (REFER LANSCAPE ARCHITECT FOR COLOUR & FINISH)

                                                                                                                                                                                                                                                                                                                                          INDICATES PROPOSED CONCRETE DRIVEWAY AREA
                                                                                                                                                                                                                                                                                                                                          )REFER LANSCAPE ARCHITECT FOR COLOUR & FINSH)

       DRIVEWAY LAYOUT PLAN
NOTE: ONLY DRAWNGSMNUdll TORCONSTRUCTION'ANDBEARINGAN ClII P&SXNA1ATESHALLBEUSEDFORC01SIW1CTDIPIAPOSES        Design: SH                                                                                                  PROJECT                                                                                            DRAWING TITLE
                                                                                                                                                                                      TATEPROFESSIONAL ENGNfERSPTYLTO
                                                                                                              Drawn: JR                                                                                                                                                                                                      DRIVEWAY LAYOUT PLAN & NOTES
                                                                            FOR AP ROVAL                        Dale: MAY                                                             AB.N.28 086 262 035
                                                                                                                                                                                                                          PROPOSED UNIT DEVELOPMENT
                                                                                                 T,^.

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                                                                                                                                                                                      PO Box 1092. MoolDdaha, OLD, 4557
                                                                                                                                                                                      Tel)07)545753ooFax(07)547761
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