Response to information request REC13/0095

  DRIVEWAY SETOUT FOR LOTS 5 TO 7
                                                                                                      LOT   0’-’---"
  EDGE OF CONCRETE AT FINISHED LEVEL
                                                                                                                                                                                                                 Callaghan & Toth
                                                                                                                                                                                                                         Civil, Environmental &



                                                                                                                                                                                                      ~~
   POINT        EASTING            NORTHING
                                                                                                                                                                                                                         Hydraulic Engineers
        1      X= 491585.897    y= 7079187.763
                                                                                                                                                                                                                                                   PO BOX 2305
                                                                                                                                                                                                                  I
        2      X=491581.696     y=7079189.530                                                                                                                                                                                                 NOOSA HEADS 4567

        3      X=491574.249     y= 7079190.691
                                                                                                                                                                                                                  II            8/41        Sunshine Beach Rood
                                                                                                                                                                                                           -=-            Phone 54749081. Fox 54749041
        4      X=491574.711    y= 7079193.655                                                                                                                                                                                  www.colloghonandtoth.com.au
        5      X= 491582.521    y= 7079192.437                                                                                                                                                                                do um AHD DERIVED

        6      X=491586.642     Y=7079190.703                                                                                                                                                                                                    PSI.I 1782043
        7      X=491588.519     Y=7079195.274                                                                                                                                                                                 Origin (8.M.) RL 108.138
        8      X=491583.654     Y=7079197.321
        9      X=491575.073     Y= 7079198.659                                                                                                                                                     approved
       10      X=491575.535     Y=7079201.623                                                                                                                                                      SUR\IEYEO BY

       11      X=491584.478     Y= 7079200.229
                                                                                                                                                                                                   MAX WATTERSION & ~TES
                                                                                                                                                                                                   PHONE 54 426 121
       12      X=491589.683     Y= 7079198.040
       13      X=491597.869     Y= 7079217.361

       14      X=491593.076     Y=7079219.395                                                                                                                                                       project
       15     X=491569.805      Y= 7079223.023                                                                                                                                                      PROPOSED 3 LOT
       16     X=491570.267     Y= 7079225.987
                                                                                                                                                                                                    SUBDMSION AT 55 LAKE
       17     X-491593.905     Y= 7079222.302

       18     X=491599.041     Y= 7079220.122
                                                                                                                                                                                                    MacDONAlD DRIVE COOROY
                                                                                                                                                  NOTE:

                                                                                                                                                  ALL DRIVEWAYS TO BE CONSTRUCTED TO               Client
                                                                                                                                                  STANDARD DRAWING IPWEAQ SEO R-050
                                                                                                                                                  & TO LONGITUDINAl PLAN 1225-21.
                                                                                                                                                                                                   V          f)/ PTY LTD
                                                                                                                                                  AlSO REFER TO DRIVEWAY SETOUT TABLE
                                                                                                                                                  FOR DETAILED SEITlNG OUT.




                                                                                                                                                  NOTE:

                                                                                                                                                  REFER TO PLAN 1225-23 FOR DETAILED
                                                                                                                                                                                                  [""OCrAIL       PIAN 1 Of 2
                                                                                                                                                                                                                                                                   ]
                                                                                                                                                  SETOUT OF STORMWATER PIPES &




                                                                                                  f::::;~~~:~~f?+
                                                                                                                                                  STANDARD DRAWINGS LISTED ON PLAN
                                                                                                                                                  1225-17.
                                                                                              ?                                                                                                    LOT 136 on MCH978
                                                                             MIN FFL 102.99
                                                                                                                                                                                                   Parish of TEWANTIN
                                                                                              g    lOT~      );                                                                                    County of MARCH
                                                                                                                                                                                                   SUNSHINE COAST COUNCIL
                                                                                                                                                                                                   Locality of LAKE MacDONALD


                                                                                                                                                                                                      SCAlE

                                                                                                                                                                                                      1.                       6.                  ..."..    1.


                                                                                                                                                                                                       scale
                                                                                                                                  LEGEND: PROPOSED SERVICES                                        1:25O(A3)          SCAlE SHOWN IS ORIGINAl OAAWlNG SCAlE
                                                                                                                                                                                                                      00 NOT SCAlE fROII TltIS OAAWlNG
                                                                                                                                                                                                                              YIJIIj



                                                                                                                                    \/\
                                                                                                                                     \
                                                                                                                                                                                                      REVISIONS
                                                                                                                                                \./.
                                                                                                                                                        PROPOSED HOUSE SITE                                revision details                                 dote
                                                                                                                                     "
                                                                                                                                                   \
                                                                                                                                                                                                           REVISED LOT LEVELS AND Q 1 00
                                                                                                                                         \ /J    ,/                                               A

                                                                                                                                                                                                  B        REVISED RTW AND flLL LE.VELS
                                                                                                                                                                                                                                                            08 13
                                                                                                                                                                                                                                                            08 1 J
                                                                                                                                          "
                                                                                                                                          ’.’



                             APPROXIMATION OF
                                EXISTING FLOOD
                                                                                                                             \                          PROPOSED TURNING
                               STUDY n = 0.15    ----...-
                                                            --------------
                                                                                                                                   c~                   PATH
                                  POST-FlWNG


                                                                                                                             /~   ~



                                                                                                                                         .~
                                                                                                                                                        PROPOSED RETAINING WAlL TO
                                                                                                                                                        DETAIL ON PLAN 1225-20
                                                                                                                                                                                                      flLfS



                                                                                                                                                        PROPOSED FINISHED EARTHWORKS LEVEL
                                                                                                                                          ~
                                                                                                                         /        -Q1oo-QIDO-
                                                                                                                                                        0100 FLOOD LINE CURRENT STUDY

RETAINING WALL SETOUT FOR LOT 5                                                                                         \)                              n=0.064 (APPROXIMATE MAJOR       FLOOD)               FOR APPROVAL
                                                                                                                                  -0100-0100-           0100 FLOOD LINE (SHORT TIME
TOE OF WALL AT FOOTING LEVEL
                                                                                                                                                        OF CONCENTRATION) POST-FlWNG
                                                                                                                                                                                                               Sheet     3 of          14    sheets
POINT        EASTlNG           NORTHING
                                                                                                                                                        010D FLOOD LINE (APPROXIMATION                           drawing number
  20        X=491556.282   Y= 7079176.861
                                                                                                                                                        VARIOUS       VALUES) POST-FILlLING
  21        X=491565.809   Y=7079175.704
                                                                                                                                                                  n


                                                                                                                                                       Q I 00 FLOOD LINE (APPROXIMATION
                                                                                                                                                                                                               1225-19
  22        X=491570.526   Y=7079176.914
                                                                                                                                                       VARIOUS n VALUES) PRE-FILLING
  23        X=491571.956   Y=7079178.841
                                                                                                                       ---                                                                                        dote   15th JUNE 2013