Development Application - Part 2 of 2 - Plans

                                                                                                                                                                                                                                                                                                                                                 NOTES
                                                                                                                                                                                                                                                                                                                                                 I.   ALL DIMENSIONS ON THE DRAWINGS ARE          IN METRES UNLESS SHOWN OTHERWISE.


                                                                                                                                                                                                                                                                                                                                                 2.   THE CONTRACTOR SHALL VER I FY LOCAT IONS OF ALL EX I ST I NG SERV I CES WI TH ALL RELEVANT
                                                                                                                                                                                                                                                                                                                                                 AUTHORITIES BEFORE COMMENCING CONSTRUCTION. ANY COSTS ASSOCIATED WITH REPAIRING DAMAGE TO
                                                                                                                                                                                                                                                                                                                                                 EX I STI NG SERV I CES SHALL BE PA I 0 FOR BY THE CONTRACTOR.


                                                                                                                                                                                                                                                                                                                                                 3.   THE CONTRACTOR SHALL ERECT TRAFF I C CONTROL DEV I CES I N ACCORDANCE WITH THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                 AUTHOR I TY SPEC I FICATI ONS   .




                                                                                                                                                                                                                                                                                                                                                 4. THE CONTRACTOR SHALL VER I FY OFFSET PEG LOCATIONS AND BENCH MARK LEVELS AND ADV I SE THE
                                                                                                                                                                                                                                                                                                                                                 SUPER I NTENDENT OF ANY 0I SCREPANCY BEFORE THE COMMENCEMENT OF CONSTRUCT I ON.


                                                                                                                                                                                                                                                                                                                                                 5. DRIVEWAYS TO DWELLINGS/APARTMENTS AND COMMUNITY BUILDINGS BY BUILDING CONTRACTOR.


                                                                                                                                                                                                                                                                                                                                                 6. ALL BULD I NGS/DWELL I NGS/APARTMENTS BY BU I LD I NG CONTRACTOR


\                                                                                                                                                                                                                                                                                                                                                7. PROV I DE PRAM RAMPS AT ENTRANCE I SLAND I N ACCORDANCE 1’1 I TH STD. DRG. 9006

\
                                                                                                                                                                                                                                                                                                                                                 LEGEND
 \
  \
   \                                                                                                                                                                                                                                                                                                                                             EXISTING KERB AND CHANNEL
    \
     \                                                                                                                                                                                                                                                                                                                                           PROPOSED FLUSH KERB

     \       --
                        ~
    //                   ~                                                                                                                                                                                                                                                                                                                       PROPOSED CONCRETE SLEEPER RETAINING WALL

                               ~
~             ~~~’1)-s.
                                   "’".L
                                                                                                                                                                                                                                                                                                                                                 ACOUSTIC BARRIER FENCE.
                                                                                                                                                                                                                                                                                                                                                 REFER DETAIL ON DRG. M1717-R03


                                                                                                                                                                                                                                                                                                                                                 STENCILLED ASPHALT TO               INTERSECTION. BRICK N
                                                                                                                                                                                                                                                                                                                                                                                                                      -x-x-




                                                                                                                                                                                                                                                                                                                                                                                                                                           NOTE: COLOUR AND
                                                                                                                                                                                                                                                                                                                                                                                                                                           PATTERN OF
                                                                                                                                                                                                                                                                                                                                                 PAVE STREETPRINT OR APPROVED EOUIVALENT.
                                                                                                                                                                                                                                                                                                                                                                                                                                            STENCILLED
                                                                                                                                                                                                                                                                                                                                                                                                                                            ASPHALT TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                            CONFIRMED BY
                                                                                                                                                                                                                                                                                                                                                 CONSTRUCTED STAGES IA SIB
                                                                                                                                                                                                                                                                                                                                                                                                                                            SUPERINTENDENT.


                                                                                                                                                                                                                                                                                                                                          ROAD SETOUT SCHEDULE

                                                                                                                                                                                                                                                                                                                                          PT          CHAINAGE    EASTING            NORTHING    ANGLE       RADIUS     TANGENT   DEF ANGLE ARC LENGTH

                                                                                                                                                                                                                                                                                                                                          ENTRANCE ROAD
                                                                                                                                                                                                                                                                                                                                          IPI          0.000      7242.807           4841.255   62d22’33"
                                                                                                                                                                                                                                                                                                                                          TC            8.881     7250.676           4845.372   62d22’33"
                                                                                                                                                                                                                                                                                                                                          IP2          13.595     7254.996           4847.633                 15.000     4.876    36dOO’ 56"      9.429
                                                                                                                                                                                                                                                                                                                                          TT           18.309     7259.820           4846.922   98d23’30"
                                                                                                                                                                                                                                                                                                                                          IP3          25.410     7266.892           4845.878                50.000       7.148   16dI6’22"       14.201
                                                                                                                                                                                                                                                                                                                                          CT           32.510     7273.388           4842.895 114d39’52"
                                                                                                                                                                                                                                                                                                                                          TC           41.814     7281.843           4839.013 114d39’52"
                                                                                                                                                                                                                                                                                                                                          IP4         45.884      7285.554           4837.309                40.000       4.084   Ild39’33"       8.140
                                                                                                                                                                                                                                                                                                                                          TT           49.953      7288.844          4834.890 126d 19’25"
                                                                                                                                                                                                                                                                                                                                          IP5          59.503     7296.688           4829.123                40.000       9.736   27d21 ’30"      19.100
                                                                                                                                                                                                                                                                                                                                          CT           69.053      7306.305          4827.606   98d57’55"
                                                                                                                                                                                                                                                                                                                                          IP6          99.902     7336.777           4822.798   98d57’55"


                                                                                                                                                                                                                                                                                                                                          ROAD
                                                                                                                                                                                                                                                                                                                                          IPI           0.000     7471.570           4840.567 278d55’ 10"
                                                                                                                                                                                                                                                                                                                                          TC          117.388      7355.602          4858.768 278d55’ 10"
                                                                                                                                                                                                                                                                                                                                          IP2         127.592     7342.770           4860.782                 13.000     12.990   89d57’ 15"      20.410
                                                                                                                                                                                                                                                                                                                                          CT          137.797      7340.745          4847.951   188d57’55"
                                                                                                                                                                                                                                                                                                                                          TC          183.646      7333.600          4802.663 188d57’55"
                                                                                                                                                                                                                                                                                                                                          IP3         193.861     7331.573           4789.811                 13.000     13.010   90d02’45"       20.431
                                                                                                                                                                                                                                                                                                                                          CT          204.077      7344.426          4787.794   98d55’ 10"
                                                                                                                                                                                                                                                                                                                                          TC          306.485      7445.595          4771.916   98d55’ 10"
                                                                                                                                                                                                                                                                                                                                          IP4         318.263     7460.410           4769.591                 15.000     14.996   89d59’00"       23.558
                                                                                                                                                                                                                                                                                                                                          CT          330.042      7462.739          4784.405    8d56’010"
                                                                                                                                                                                                                                                                                                                                          TC          400.872      7473.741          4854.375    8d56’010"
                                                                                                                                                                                                                                                                                                                                          IP5         408.723     7475.293           4864.247                 10.000      9.993   89d57’41"       15.701
                                                                                                                                                                                                                                                                                                                                          CT          416.573      7485.166          4862.701   98d53’51"
                                                                                                                                                                                                                                                                                                                                          TC          559.559      7626.432          4840.586   98d53’51"
                                                                                                                                                                                                                                                                                                                                          IP6         571.345     7641.261           4838.265                 15.000     15.010   90d02’ 19"      23.572
                                                                                                                                                                                                                                                                                                                                          CT          583.131      7638.930          4823.437 188d56’0I 0"
                                                                                                                                                                                                                                                                                                                                          TC          599.016      7636.462          4807.745 188d56’010"
                                                                                                                                                                                                                                                                                                                                          IP7         611.577     7633.978           4791.949                 16.000     15.989   89d57’41"       25.122
                                                                                                                                                                                                                                                                                                                                          CT          624.138      7618.182          4794.422 278d53’51"
                                                                                                                                                                                                                                                                                                                                          IP8         732.030     7511.588           4811.110 278d53’51"


                                                                                                                                                                                                                                                                                                                                          ROAD 2
                                                                                                                                                                                                                                                                                                                                          IPI           0.000     7334.836           4794.779 243d13’ 15"
                                                                                                                                                                                                                                                                                                                                          TC            5.599      7329.838          4792.257 243d13’ 15"
                                                                                                                                                                                                                                                                                                                                          IP2           8.712     7326.965           4790.807                 10.000      3.218   35d40’ 22"       6.226
                                                                                                                                                                                                                                                                                                                                          CT           11.825      7323.786          4791.305 278d53’36"
                                                                                                                                                                                                                                                                                                                                          IP3          48.106     7287.941           4796.914 278d53’36"


                                                                                                                                                                                                                                                                                                                                          ROAD 3
                                                                                                                                                                                                                                                                                                                                          IPI           0.000     7368.990           4783.939 188d53’ II"
                                                                                                                                                                                                                                                                                                                                          TC           37.997      7363.121          4746.398 188d53’ II"
                                                                                                                                                                                                                                                                                                                                          IP2          41.152     7362.629           4743.254                 20.000      3.182   18d04’43"        6.311
                                                                                                                                                                                                                                                                                                                                          CTP          44.307      7361.186          4740.419 206d57’54"



~                                                                                                                                                                                                                                                                                                                                         IP3
                                                                                                                                                                                                                                                                                                                                          CT
                                                                                                                                                                                                                                                                                                                                          IP4
                                                                                                                                                                                                                                                                                                                                                       47.444
                                                                                                                                                                                                                                                                                                                                                       50.580
                                                                                                                                                                                                                                                                                                                                                       70.537
                                                                                                                                                                                                                                                                                                                                                                  7359.752
                                                                                                                                                                                                                                                                                                                                                                   7359.258
                                                                                                                                                                                                                                                                                                                                                                  7356.138
                                                                                                                                                                                                                                                                                                                                                                                     4737.600
                                                                                                                                                                                                                                                                                                                                                                                     4734.476 188d59’41"
                                                                                                                                                                                                                                                                                                                                                                                     4714.765 188d59’41"
                                                                                                                                                                                                                                                                                                                                                                                                              20.000      3.162   17d58’ 14"       6.273




                                                                         N                                                                                                                                                                                        0   EN11WICE ROAD REVISED                             1.s.oe     .III
     Consulting Engineers                                                                    1,500     10      5       0               10             20    Al                                                                                                                                                                                                                                                                                    sheet 1 012ahaeIB
     development consultants, planners and surveyors
     JF & PCONSULTlNG ENGINEERS PlY.LTD. ABN noso.u4036
                                                                       .-e-.                  1,1000
                                                                                                        ~--                                            I
                                                                                                                                                           A3                                                                                                     E   ROAD 12REAUGIIED                                  110.08     .III   NOOSA DOMAIN RETIREMENT VILLAGE
                                                                                                                                                                              datum:      At dertved                  orlgtn(BM)                                  F   EN11WICE REVISED (GoIRIWlE1RIJCI( MCNEIo1ENTlI)   1.12.08    .III
                                                                                                                                                                                                                                                                                                                                                                                                                                           drawing number
     SUNSHINE COAST                    GLADSTONE                               DO NOT SCALE FROM THIS DRAWING.USE: ONLY DIMENSIONS PROVIDED .IF IN OOUEJT PlEASE ENQUIRE
     237-239 BradmanAvenue,
     M.roocnyclore, Queenlland. 4558
     telephone (07)5<<3 2500

     BRISBANE.JF&P Hou..
     em Emeat and Mellv.1e Streets,
     South BII~.,Queensland. 4’01
     telephone (07)3844 7181
                                       59 Goondoon Street,
                                       GI.Idstone, Queensland. 4680
                                       telephone (07)4972 2100

                                                                      w~.,
                                                                         s
                                                                                designed

                                                                                 dra’M’l


                                                                                checked


                                                                                approved
                                                                                            .III

                                                                                            .III


                                                                                            AF


                                                                                           A.Fraser
                                                                                                   COPYRIGHT 0200JF & P CONSUlTING ENGINEERS PTY. L10.


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                                                                                                                                                                                       IIN)fI REl.DCATlONS OF lNT1!

                                                                                                                                                                                       ENT.GATE & 4DImi Joe ADDED AT ENT. LINK DEn’RD11 &All
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                                                                                                                                                                                                                                                                      ROAD 12REAUGIIED

                                                                                                                                                                                                                                                                      CONS’TRlJCTBl srMEll SHOWN
                                                                                                                                                                                                                                                                                                                        03.08.01

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                                                                                                                                                                                                                                                                                                                                   SCP
                                                                                                                                                                                                                                                                                                                                          COUNTRY CLUB VILLAGES PTY. LTD.


                                                                                                                                                                                                                                                                                                                                          ROAD LAYOUT PLAN SHEET 1                    -
                                                                                                                                                                                                                                                                                                                                                                                                                                          M1717-R01
                                                                                                                                                                                                                                                                                                                                                                                                                                           file name


                                                                                                                                                                                                                                                                                                                                                                                                                                           date
                                                                                                                                                                                                                                                                                                                                                                                                                                               M1717-R01-R1UlWG

                                                                                                                                                                                                                                                                                                                                                                                                                                                         282.08
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