Development Application - Part 2 of 2 - Plans

                                                                                                                                                                                                                                                                                 NOTE                                                                          LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                       _-15
                                                                                                                                                                                                                                                                                 I. ALL TEMPORARY END OF LINE MANHOLES
                                                                                                                                                                                                                                                                                 ARE TO BE CONSTRUCTED WITH A           1m STUB                                EX I ST I NG CONTOURS
                                                                                                                                                  ........                             FOR FUTURE CONNECT I ON.
                                                                                                                                                         ........                                                                                                                                                                                              PROPOSED STORtNlATER ORA I NAGE
                                                                                                                                                                 ........
                                                                                                                                                                        ........                                                                                                                                                                               PROPOSED SEWER LI NE
                                                                                                                                                                               ........
                                                                                                                                                                                      ........
                                                                                                                                                                                                      ........
                                                                                                                                                                                                                                                                                                                        ....
                                                                                                                                                                                                                                                                                                                                                               STRUCTURE NlMlERS
                                                                                                                                                                                                                                                                                                                                                                                                                                   ffi
                                                                                                                                                                                                                                                                                                                        ~                                      I NF I LTRATIONISTORAGE PIPES
                                                                                                                                                                                                                                                                                                                                                               REFER DRG MI717 -008


                                                                                                                                                                                                                                                                                                                                                               CONSTRUCTED STAGES I A a I B




                                                                                                                                                                                                                                                                                                                                                               STAG I NG BOUNDARY



                                                                                                                                                                                                                                                                                                                                                               NOTE
                                                                                                                                                                                                                                                                                                                                                               I. ALL PIPES TO BE RUBBER RING JOI NTED.




r~,-_JI                                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                                          .                                                                                          NB. ALL ROOFWATER CONNECT IONS




Ic:
                                                                                                                                                                                                                                                                                                         .                                                                                           I NTO    I NF I LTRA TI ON SYSTEM SHALL
                                                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                                                                                                                     BE PROVIDED WITH A SURFACE GRATE
                                                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                                                                                                                     ’SURCHARGE’ SYSTEM.
 t                  --’"""’_
                                                                                                                                                                                                                                                                                                         .
         1"’-_
                 ----_
                                                                                                                                                                                                                                                                                                         .
 II                  ----
                            I
                              -,                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                                                                     REFER DRAWING M1717-D08 FOR
,i   s                        s    I                                                                                                                                                                                                                                                                                                                                                                                                   0.5m
                                                                                                                                                                                                                                                                                                         .                                           INF I L TRATlON ORAl N SETOUT.

~_L              GYM’ 1--                                                                                                                                                                                                                                                                                .
                                                                                                                                                                                                                                                                                                        .
 ,_!                      ;
                                                                                                                                                                                                                                                                                                        .
 L                        I
                                                                                                                                                                                                                                                                                                        .
     ----_._--_J                                                                                                                                                                                                                                                                                        .
                                                                                                                                                                                                                                                                                                        .
                                                                                                                                                                                                                                                                                                        .
                                                                                                                                                                                                                                                                                                        .
 II                                                                                                                                                                                                                                                                                                                                                                                                     STANDARD
                                                                                                                                                                                                                                                                                                        .
 /I                                                                                                                                                                                                                                                                                                                                                                                                      TRENCH
                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                                                                                                                        BACKF I LL
                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                       .
                                                                                            SERVICED
                                                                                                                                                                                                                                                                                                       .
                                                                                           APARTMENTS                                                                                                                                                                                                  .
                                                                                                                                                                                                                                                                                                      .                                     150. x    150.
                                                                                                                                                                                                                                                                                                      .                                     TEE CAPPED
                                                                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                                                                                      .                                                  20. NOMINAL                                                                           PERFORATED 450./525.
                                                                                                                                                                                                                                                                                                      .                                                                                                                                        FRC PIPE.   ISINGLE,
                                                                                                                                                                                                                                                                                                                                                         SCREEN I NGS BACKF I L
                                                                                                                                                                                                                                                                                                      .                                                                                                                                        DOUBLE OR TRIPLE)
                                                                                                                                                                                                                                                                                                      .


                                                                                                                                                                                                                                                                                            ---                                                              GEOFABRIC


                                                              SERVICED
                                                             APARTMENTS
                                                                                                                                                                                                                                                      ---
                                                                                                                                                                                                                                                                  --~-                                                                       NB. CAL I BER
                                                                                                                                                                                                                                                                                                                                             PLASTREAt.4 SLOTTED
                                                                                                                                                                                                                                                                                                                                                                                                    TYPICAL SECTION

                                                                                                                                                                                                                                                                                                                                                                                                                 600X600 ACCESS PIT WITH
                                                                                                                                                                                                                                                   ---                                                                                       PIPES MAY BE USED       IN                                          TRAFF I CABLE CONCRETE LID.
                                                                                                                                                                                                                                     ----                                                                                                    LI EU OF PERFORATED
                                                                                                                                                                                       ---                                                                                                                                                   FRC PIPES
                                                                                                                                                                                    ---                                                                                                                                                                                                                          FIN SHED SURFACE
                                                                                                                                                                                 ---
                                                                                                                                                                              ---                                                                                                                                                                                            EXTEND ROOFWATER                                      ::c
                                                                                                                                                                           ---                                                                                                                                                                                               CONNECTOR TO SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                   l-
                                                                                                                                                                                                                                                                                                                                                                                                                                   ll.
                                                                                                                                                                                                                                                                                                                                                                                                                                   ...
                                                                                                                                                                                                                                                                                                                                                                                                                                   ""
                                                                                                                                                                                                                                                                                                                                                                             AND    I NSTALL GRATE

                                                                                                                                                                                                                                                                                                                                                                                                                                   ~
                                                                                                                                                                                                                                                                                                                                                  450                             ROOFWATER CONNECTED                              z

                                                                                                                                                                                                                                                                                                                                                                                  VIA SADDLE TO PIPE.                              .!j
                                                                                                                                                                                                                                                                                                                                                                                                                                   o
                                                                                                                                                                                                                          ~
                                                                                                                                                                                                                          Il.




                                                                                                                                                                                                                                                                                                                                                                                  PERFORATED 450./525.
                                                                                                                                                                                                                                                                                                                                                                                  FRC PIPE.
                                                                                                                                                                                                           2.0
                                                                                                                                                                                                                                                   ENERGY 0I S I PATORS
                                                                                                                                                                                        !i rl                                                      200mn HIGH CONCRETE BLOCK
                                                                                                                                                                                                                                                   WITH 50nm DIA HOLES THROL
                                                                                                                                                                                       O~TL         PIPE
                                                                                                                                                                                                                 ,

                                                                                                                                                                                                                 I, ,I                                                                                                                                  CONCRETE END STRUCTURE
                                                                                                                                                                                                                 : Lj [
                                                                                                                                                                                                                 ,       I
                                                                                                                                                                                                                                                   ROCK PROTECTION                                                                                      TO PROV I DE EVEN WATER
                                                                                                                                                                                                                 ,
                                                                                                                                                                                                                 ,
                                                                                                                                                                                                                         ,
                                                                                                                                                                                                                         I                                                                                                                              STORAGE BETWEEN P I PES
                                                                                                                                                                                                                                                                                                                                                                                              TYPICAL ELEVATION
                                                                                                                                                                                                                 ~__J


                                                                                                                                                                               TYPICAL OUTLET/GROSS                                                                                                                                                                                 INFILTRATION SYSTEM
                                                                                                                                                                            POLLUTANT TRAP DETAIL                                                                                                                                                                                                     DETAILS

                                                                                                                                                                        1,50       1      0.5        0                                        A1                                                                                                                                       1,20   0.2       0.2      0.4   0.6   0.8   1     A1
                                                                                                                                                                                   ~--                                                                                                                                                                                                                                                   Al
                                                                                                                                                                        1,100                                                                 Al                                                                                                                                       1040




                                                                                                        N.                                                                                                                                                                                   CONS1RlJCTI STAGES SHOWN             1&04.12   SCP
                         Consulting Engineers                                                                              1,500    10        5                 10               20     A1                                                                                                                                                                                                                                                                         sheet 2of 2"’_
                         development consultants. planners and surveyors
                         JF & P CONSUlTING ENGINEERS PTY. LTD. ASN n050 414036
                                                                                                                           1,1000
                                                                                                                                     ,....,   -                                   !

                                                                                                                                                                                        A3                                                                                                                                                           NOOSA DOMAIN RETIREMENT VILLAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            drawing number



                                                                                                w~,
                                                                                                                                                                                                                 datum:         At dertved                origin (SM)
                         SUNSHINE COAST                     GlADSTONE                                         NOT SCAlE FROM THIS DRAWING.USE ONLY DIMENSIONS F’ROVIOEO.IF IN DOUBT PI..EASE ENOVIRE
                         237-239 8radman A’I’III’DI,        sg Goondooo Slreet,
                                                                                                             designed   .1M    COPYRIGHT 02008 JF & P CONSULTING ENGINEERS PTY. LTO.                             a’ment      revlsiondetaH.                                 d...     ,"’-
                                                                                                                                                                                                                                                                                                                                                     COUNTRY CLUB VILLAGES PTY. LTD.                                                                        M1717-D03                D
                         Marooc:t.ydore, Queensland. 4555   Gladstone, Queensland. -4e8O
                         telephone (07)S443 2500            telephone (07)4972 2100
                                                                                                             dra...."   ....   THIS DOaJMENT MAY NOT BE COPIED OR TRANSMlTiE)IN AtfY                                 A       ORIGINAL ISSIE                               2llOII     .1M
                         BRISBANE.JF&P Haute                                                                                                                                                                                                                                                                                                                                                                                                                file name
                                                                                                                               FORM OR BY ANY ~ANS IN PART OR IN WHOlE WllHOUT THE
                         Cor Emost and Meri’le" Streets,
                         South Brisbane, aue.nsland. 4101
                                                                                                             check&d    II     WRITIEN CON         OF JF & P CONSULTING ENGINEERS PlY. LTO.                                  PFE BAQ(fll_ NIl Pl          NOTEAOOBl       2Il.7Jl8   .1M                                                             DRAINAGE LAYOUT PLAN SHEET 2                            -                                                  M1717-002-D03.1lWG
                         telephone (07)38<< 71(11                                                       5    approved                                                                                                        STAGING BOUNONlY AOOBl                                                                                                                                                                                                         date        282.08
                                                                                                                        A.Fraser....                            ................................RPEQseQ1                                                                  01.11011   SlIM