Development Application - Part 2 of 2 - Plans · OPW12/0081

._.                                   ,
 .’


............,                           .
                                        .
                                        ,
                                                                                                                                                                                                                                                                                                                    GENERAL NOTES:
                                        .

            ..,.....   "
                                        ,
                                        ,
                                        ,
                                                                                                                                                                                                                                                                                                                    1.      NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
                            ,                                                          .
                                        .
                                                                                       ,
                 --        ~~-          .
                                          .                             .   ’i         \
                                                                                                                                                                                                                                                                                                                            SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO




                                                                                                                                                                                                                                                                                                       I
                .


    ..                          -




                                    ,       ,
                                                                -------.!.!;=~   _--
                                                                                       -~---                                                                                                                                                                                                                                LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
                                                                                                                                                                                                                                                                                                                            COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCA1’l,ON
                                    (:’;~----      _..-----
                                                                                           ,

                                                                                                                                                                                                                                                                           LOT 2
                                                                                           ,
                                                                                           ,                       ""                                                                                                                                                                                                       AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
                                                                                                                                                                                                         -------------------,                                                                                               SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.
                                                                                                                                                                                                                            I
                                                                                                                                                                                                                            I
                                                                                                                                                                                                                             I                                                                                      2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY
                                                        LOT 3                                                                                                                                                                              .
                                                                                                                                                                                                                             I
                                                                                                                                                                                                                             I
                                                                                                                                                                                                                                           .

                                                                                                                                                                                                                                           ,
                                                                                                                                                                                                                                                                                                      3M                    FOR ROADWORKS,DRAINAGE WORKS, SERVICE COODUITS ETG.
                                                                                                                                                                                                                                                                                                                            PRIOR TO BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A
                                                                                                                                                                                   5.5m                                      I         .




                                                                                                                                                                                                                                                                                                      f!
                                                                                                                                                                                                                             I         ,
                                                                                                                                                                                                                                       I
                                                                                                                                                                                                                                                                                                                            LICENCED SURVEYOR TO THE REQUIREMENTS OF THE SHIRE
                                                                                                                                                                                                                                                                                                                            ENGINEER

                                                                                               .
                                                                                                                                                                                                                                                                                                                    3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL
                                                                                               ,
                                                                                               ,

                                                                                               \                                                                                                                                           \.C><J                   C><J                                                    SURVEY.THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
                                                                                                                                                                                                                                               \                                                                            MAY BE VARIED BY THE SUPERINTENDENT ON SITE.


                                                                                                                                                                                      /
                                                                                                                                                                                                                                                                                                                    ROADWORKS NOTES:
                                                                                                                                                                                                                                                   ’

                                                                                                EXlSt[NG KERB &                                  PROPOSED COMMERCIAL               /1)                                EXISTING KERB &
                                                                                                                                                                                                                                                                                                                    1.      THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAo.
                                                                                                CHANNEL TO REMAIN
                                                                                                        \




                                                                                                                 EXISTING MEDIAN TO REMAIN
                                                                                                                                                 CROSSOVER ’A’. REFER DETAIL




                                                                                                                                                                 /
                                                                                                                                                                    /1)
                                                                                                                                                                       /
                                                                                                                                                                          /
                                                                                                                                                                               /
                                                                                                                                                                                /




                                                                                                                                                                                   14.0m
                                                                                                                                                                                           ~
                                                                                                                                                                                           0
                                                                                                                                                                                               III




                                                                                                                                                                          TAKE UP EXISTING MEDIAN
                                                                                                                                                                                                                       CHANNEL TO REMAIN

                                                                                                                                                                                                         SAWCUT EXISTING PAVEMENT


                                                                                                                                                                                                                    EXISTING MEDIAN TO REMAIN
                                                                                                                                                                                                                                                   \,
                                                                                                                                                                                                                                                     ,




                                                                                                                                                                                                                                                       \.
                                                                                                                                                                                                                                                                                                                        SUNSHINE COAST REGIONAL COUNCI.L & MAIN ROADS STANDARD
                                                                                                                                                                                                                                                                                                                        DRAWINGS.


                                                                                                                                                                                                                                                                                                                    2. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND

                                                                                                                 ,
                                                                                                                                                                                                                                                                                                                        CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.
                                                                                                                                                                                                                                                            ,
                                                                                                                 ,
                                                                                                                                                                                                                                                            ,
                                                                                                                                                                                                                       SAWCUT EXISTING KERB
                                                                                                                SA’N UT EXISTING KERB                                              10.0m
                                                                                                                                                                                                                                                                                                                    3. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
                                                                                                                                                                                                                                                            ,
                                                                                                                       \
                                                                                                                                                                                                                                                                                                                        FOOTPATHS (IF REQUIRED).
                                                                                                                                                                                             ~




                                                                                                                   I\.,~:                   /i
                                                                                                                                                                                                                                                                ,
                                                                                                                                                                                                                                                                                                                    4.      ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TAnE


                                                                                                                   i
                                                                                                                   i//
                                                                                                                  7.
                                                                                                                             /I       i A
                                                                                                                                      "01
                                                                                                                                      "
                                                                                                                                             i

                                                                                                                                             i
                                                                                                                                                                SM3
                                                                                                                                                                                                                            ...
                                                                                                                                                                                                                                                                ,
                                                                                                                                                                                                                                                                ,



                                                                                                                                                                                                                                                                    ,




                                                                                                                                                                                                                                                                    ’)
                                                                                                                                                                                                                                                                                       )                            5.
                                                                                                                                                                                                                                                                                                                        PROFESSIONAL ENGINEERS STANDARD SPECIRCATlON.


                                                                                                                                                                                                                                                                                                                            CARPARK DESIGN BY OTHERS. REFER ARCHITECTURAL DRAWINGS
                                                                                                                                                                                                                                                                                                                        FOR DESIGN & VEHICLE MOVEMENTS ETC.

                                                                                                            /                                                                                                                                                                                                       6. TATE PROFESSIONAL ENGINEERS HAVE NOT UNDERTAKEN A RISK
                                                                                                    /                                                                                                                 SAWCUT EXISTING KERB
                                                                                                                                                                                                                                                                                                                        ASSESSMENT OF THE PROPOSED CARPARK DESIGN & LAYOUT WITH

                                                                                               Q/
                                                                                                    /            SAWCUT
                                                                                                                           EXISTljli      KERB

                                                                                                                                                                                                     SAWCUT EXISTING PAVEMENT
                                                                                                                                                                                                                                                                                                                        RESPECT TO VEHICLE OR PEDESTRIAN MOVEMENTS. CONSULT



                                                                                                                                                                                              ~                                                                                                                         ARCHITECT OR TRAFFIC ENGINEER FOR FURTHER INFORMATION.
                                                                                          /
                                                                                         /
                                                                                  /
                                                                                                                              .
                                                                             /                                                ,
                                                                                                                                                     SERENITY CLOSE
                                                                       Q/

                                                                /
                                                                 /
                                                                     /

                                                                                                                             \.                                                                                                                                     t,
                                                                                                                                                                                                                                                                                                                    LEGEND
                                                                                                                              ,




~/~
                                                                                                                               .
                                                                                                                                  .




                                        /1)/_._.....-
                                                                                                                                  \

                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                 c:

                                                                                                                                                                                                                                                     r:l
                                                                                                                                                                                                                                                                ~                          f??c
                                                                                                                                                                                                                                                                                                                    c=J                             PROPOSED ASPHALTIC PAVEMENT AREAS


                                                                                                                                                                                                                                                                                                                                                    PROPOSED CONCRETE PAVEMENT AREA



                                                                                                                                                                                                                                                                                                                            SM3
                                                                                                                                                                                                                                                                                                                                                    PROPOSED SEMI MOUNTABLE KERB


                                                                                                                                                                                                                                                                                                                                       --


                                                                                                                                                                                                                                                                                                            -
                                                                                                                                                                                                                                                                                                                _
                                                                                                                                                                                                                                                                                                                    _   _
                                                                                                                                                                                                                                                                                                                            -   675-        -
                                                                                                                                                                                                                                                                                                                                                -
                                                                                                                                                                                                                                                                                                                                                    EXISTING SURFACE CONTOURS

                                                                                                                                                                                                                                                                                                            -       -
                                                                                                                                                                                                                                                                                                                            -0-        --
                                                                                                                                                                                                                                                                                                                                                    EXISTINGSTORMWATERDRAINAGE




                                                                                                                                                                                                                                                                                                                                                            2.0       4.0          ao         8.0   10.Om




                                                                                                                                                                                                                                                                                                                                                                  SCAlE 1:100 AI, 1:200 113




                                                                                                                                                                                                                                                                PROJECT:                                                        DRAWING TITLE:
                                                                                                                                                                                                                    TATE PROFESSIONAL ENGINEERS PTY LTO
                                                                                                                                                                                                                                                                                                                                EXTERNAL ROADWORKS LAYOUT PLAN
                                                                                                                                                                                                                    AB.N. 28086262 035
                                                                                                                                                                                                                    39-45 First Avenue, MooIoolaba
                                                                                                                                                                                                                                                                PROPOSED RESORT
                                                                                                                                                                                                                    PO Box 1092, Mooloolaba, OLD,4557
                                                                                                                                                                                                                    Tel (07)5457 5300 Fax (07)5477              at lOTS 10 & 11 SEREN ITY Cl, NOOSA HEADS
                                                                                                                                                                                                                                                                                   I

                                                                                                                                                                                                                    Emall: [email protected]
                                                                                                                                                                                                                    Web: http://www.tate.net.au                 for CAPE BOUVARD Pty Ltd



                                                                                                                                                                                                                           f