Development Application - Part 2 of 2 - Plans

STRUCTURE
NAME




STRUCTURE
DESCRIPTION




PIPE SIZEmm IClass)

                                                                                                                                                                                                                                                                                                                        CONTRACTOR TO NOTE:
PIPE GRADE %
PIPE SLOPE I in X                                                                                                                                                                                                                                                                                                       I. WHERE THE NATURAL SAND FILTER LAYER
FULL PIPE FLOW VEL.                                                                                                                                                                                                                                                                                                     ITYP. I .5m THICK) IS EXCAVATED AS
PART FULL FLOW VEL.                                                                                                                                                                                                                                                                                                     PART OF THE TRENCH, A CLEAN SAND
                                                                                                                                                                                                                                                                                                                        BACKFILL       IS TO BE PLACED   IN THE
WATER LEVEL                                                                                                                                                                                                                                                                                                             TRENCH TO MAINTAIN THE         INTEGRITY OF
IN STRUCTURE                                                                                                                                                                                                                                                                                                            THE NATURAL SAND FILTER LAYER.

HYDRAULIC
                                                                                                                                                                                                                                                                                                                        2. ECOSOL RFSIOO SILT BASKETS TO BE
GRADE LEVEL
                                                                                                                                                                                                                                                                                                                        PLACED       IN ALL FIELD   INLET PITS.
PIPE FLOW
ICumecs)                                                                                                                                                                                                                                                                                                                3. ALL FIELD        INLETS TO BE PROVIDED
                                                                                                                                                                                                                                                                                                                        WITH PEDESTRIAN FRIENDLY GRATES WITH
PIPE CAPACITY
AT GRADE ICumecs)                                                                                                                                                                                                                                                                                                       MAXIMUM 50mm BAR SPACING         I IN EACH
                                                                                                                                                                                                                                                                                                                        DIRECT I ON I   .




DEPTH TO                 INVERT


INVERT LEVEL
OF DRAIN

DESIGN SURFACE
LEVEL

SETOUT
ICo-ordinates)

RUNNING CHAINAGE


LINE

                                                                         N                                                                                                                                                                                              D   I.fE AAIENDED FORR!Wl12 REAUGHIIENT   03.tllOT    GA
  Consulting Engineers                                                                                               1 ,100        1      0          1         2        3         4         5 Al                                                                                                                                                                                    shoot 2of 2 sheela
  development consultants, planners and surveyors
  JF & PCONSUlTING ENGINEERS PTY. LTD. ABN n 050 414 036
                                                                     .
                                                                         ~                                           1 , 200
                                                                                                                                                         VERTICAL
                                                                                                                                                                                                A3                                                                      E   CONSlRUCTED STNlES SHOWN              111.04.12   sa>   NOOSA DOMAIN RETIREMENT VILLAGE
                                                                                                                                                                                                     datum:      AHO derived            origin (8M)                                                                                                                          drawing number
  SUNSHINE COAST                     GLADSTONE                                                  NOT SCAlE FROM THIS DRAWINO   USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT F’lEASE ENQUIRE
                                                                                                                              .




  237-239 Bredm... Avenue,
  Marooc:hydor., Queensland. -4558
                                     59 Goondoon Street,
                                                                                               designed   ...   COPYRIGHT 0200JF & P CONSUlTING ENGINEERS PTY. Lm.                                   .’ment   revision detail.                          date    lnit.
                                                                                                                                                                                                                                                                                                                                    COUNTRY CLUB VILLAGES PTY. LTD.          M1717-D05                   E
                                     GIad,Ione, Queensland. ~   W                    ...
                                                                                           E
  telephone (07)5443 2500

  BRISBANE.JF&P House
  Cnr Emest and Merivate Streett,
  South BrfabwMi, Queensland. 4101
  telephone (07)3844 71151
                                     telephone (07)4;72 2100

                                                                ~’   ~
                                                                         ’....




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                                                                                                          Ai
                                                                                                                THIS DOCUMENT MAY NOT BE COPIED OR lRANSMITTEO IN Af<l’f
                                                                                                                FORM OR BVANY MEANS IN PART OR IN WHOLE WITHOUT THE
                                                                                                                WRITTENC          ENTOFJF&PCONSULTINGENGINEERSPTY.LTO.
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                                                                                                                                                                                                              4/A 1101:MOVED
                                                                                                                                                                                                                                                      28.2.08

                                                                                                                                                                                                                                                      3.10.08
                                                                                                                                                                                                                                                                .1M

                                                                                                                                                                                                                                                                AI                                                                  DRAINAGE LONGITUDINAL SECTIONS SHEET 2
                                                                                                                                                                                                                                                                                                                                                                      -
                                                                                                                                                                                                                                                                                                                                                                             file name
                                                                                                                                                                                                                                                                                                                                                                                 MI717.Q02’()()7.DWG

                                                                                                                                              ...........................................RPEOse91      C      QiAHGES TO COHTRACT INCUJSIQ            01.1~08   SUM                                                                                                          date          282.08