Development Application - Part 2 of 2 - Plans

                                                                                                                                                                                                                                                                                                                                LEGEND                                                                                 EARTHWORKS NOTES

                                                                                                                                                                                                                                                                                                                                                                                                                       I, ALL EARTtM’ORKS ACTI V I TIES TO BE CARR I ED OUT                IN

                                                                                                                                                                                                                                                                                                                                NATURAL SURFACE CONTOURS                           "’,’_.......7~,___.._.._._._.._._   ACCORDANCE WI TH NOOSA COUNC I L’ S GU I DELI NES READ IN
                                                                                                                                                                                                                                                                                                                                                                                                                       CONJUNCTION WITH THE GEOTECHNICAL INVESTIGATION REPORT
                                                                                                                                                                                                                                                                                                                                                                                                                       PREPARED BY GOLDER ASSOCIATES DATED AUGUST 2005.

                                                                                                                                                                                                                                                                                                                                DES I GN SURFACE CONTOURS                          ..,/--..............._--            2. THE CONTRACTOR          I S TO ENSURE THAT NO POND I NG          I S TO
                                                                                                                                                                                                                                                                                                                                                                                                                       OCCUR ON THE SITE BETWEEN THE CONSTRUCT I ON STAGES.


                                                                                                                                                                                                                                                                                                                                PROPOSED CONCRETE SLEEPER                                                              3. FILL SHALL BE COMPACTED TO THE REQU I REMENTS OF
                                                                                                                                                                                                                                                                                                                                RETAINING WALL                                                                         AS379B-1996 ’GUIDELINES ON EARTI-MQRKS FOR CO   ERCIAL
                                                                                                                                                                                                                                                                                                                                                                                                                        AND RES I DENT I AL DEVELOPMENTS’     .




                                                                                                                                                                                                                                                                                                                                ROCK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                    Ii
                                                                                                                                                                                                                                                                                                                                                                                   .1111111111111111111 0-
                                                                                                                                                                                                                                                                                                                                                                                                                       4. THE CONTRACTOR SHALL VER I FY LOCAT IONS OF ALL
                                                                                                                                                                                                                                                                                                                                I I.Om HIGH mal. 1                                                                     EXISTING SERVICES WITH ALL RELEVANT AUTHORITIES BEFORE
                                                                                                                                                                                                                                                                                                                                                                                                                        COI.tNCING CONSTRUCTION. ANY COSTS                ASSOCIATED WITH
                                                                                                                                                                                                                                                                                                                                NOM I NAL PAD LEVELS                                           II]]                     REPA I RING DAMAGE TO EX I STI NG SERV I CES SHALL BE PA I 0
                                                                                                                                                                                                                                                                                                                                                                                                                        FOR BY THE CONTRACTOR.
                                                                                                                                                                                                                                                                                                                                TURFED SWALE
                                                                                                                                                                                                                                                                                                                                                                                                                        5. EXI STI NG PRELOAD I PEATI MATERIAL TO BE FIRSTLY USED
                                                                                                                                                                                                                                                                                                                                                                                                                        AS PRELOAD MATERIAL FOR FUTURE STAGES. ONCE PRELOADING
                                                                                                                                                                                                                                                                                                                                CONSTRUCTEO STAGES IA alB
                                                                                                                                                                                                                                                                                                                                                                                                                        HAS BEEN COt.f’LETED THE MATERIAL CAN THEN BE PUT
                                                                                                                                                                                                                                                                                                                                                                                                                        THROUGH A GRINDER/MIXER AND USED FOR FILL MATERIAL IN
                                                                                                                                                                                                                                                                                                                                   CONCRETE SLEEPER                                                                     BUNDS AND SURFACE PROF I LI NG AROUND BU I LD I NGS AND
                                                                                                                                                                                                                                                                                                                                                                                                                        GENERAL LANDSCAPE PURPOSES.
                                                                                                                                                                                                                                                                                                                                   RETAINING WALL NOTES
                                                                                                                                                                                                                                                                                                                                   I. WALL TO BE FOUNDED INTO FIRM GROUND
                                                                                                                                                                                                                                                                                                                                   HAVING SAFE BEARING CAPACITY OF NOT LESS
                                                                                                                                                                                                                                                                                                                                   THAN    100kPa. FOUNDATION NOT MEETING THIS
                                                                                                                                                                                                                                                                                                                                   REQU I REMENT IS REQU I RED TO HAVE
                                                                                                                                                                                                                                                                                                                                   STRUCTURAL DES I GNED FOOT I NG.


                                                                                                                                                                                                                                                                                                                                   2. I F OTHER RETAI NI NG WALLS OR
                                                                                                                                                                                                                                                                                                                                                                                                                                        ROCK WALL NOTES
                                                                                                                                                                                                                                                                                                                                   STRUCTURES ARE LOCATED WI TH I N 3m OF TH I S                                                        I.   MINIMUM BEARING CAPACITY OF WALL
                                                                                                                                                                                                                                                                                                                                   WALL THE DES I GN MAY VARY. THE ENG I NEER                                                           FOUNDATION MATERIAL SHALL BE            100 Kpa.
                                                                                                                                                                                                                                                                                                                                   MUST BE NOTI F I ED. THI S WALL                  IS NOT
                                                                                                                                                                                                                                                                                                                                   APPROPRIATE FOR LOCATIONS WHERE SLIP                                                                 2.   STONES TO BE OBTA I NED FROM A
                                                                                                                                                                                                                                                                                                                                   CIRCLE PROBLEMS OCCUR. A SL I P CIRCLE                                                               QUARRY ACCEPTABLE TO THE
                                                                                                                                                                                                                                                                                                                                   ANAL YS I S HAS NOT BEEN CONDUCTED ON THS                                                            SUPER I NTENDENT, AND AS RECOMENDED BY
                                                                                                                                                                                                                                                                                                                                   WALL.                                                                                                THE QUARRY PERSONNEL, AND          I NSPECTED ON
                                                                                                                                                                                                                                                                                                                                                                                                                                        SITE BY THE SUPER I NTENDENT PR I OR TO
                                                                                                                                                                                                                                      COMvJN\ry                                                                                    3. ALL 015 RE I NFORCEMENT TO BE
                                                                                                                                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                                                                                                          NEUMANN                                       INSTALLATION.
                                                                                                                                                                                                                                       CEWRE                                                                                       STEEL. PRODUCT OR EQU I VALENT.
                                                                                                                                                                                                                                                                                                                                                                                                                                        3.   ROCKS TO BE PLACED ON THE I R
                                                                                                                                                                                                                                                                                                                                   4. CONCRETE SLEEPERS AND POSTS                        -
                                                                                                                                                                                                                                                                                                                                                                                             32t.f’a,                                   BROADEST BASE. STABLE AND          I NTERLOCK I NG ,
                                                                                                                                                                                                                                                                                                                                   60 SLUMP FOOTINGS                 -
                                                                                                                                                                                                                                                                                                                                                                         20t.f’a, 60 SLUMP.                                             WITH NO    I NO I V I DUAL STONES FREE TO MOVE.




                                                                                                                                                                                                                                                                                                                               H


                                                                                                                                                                                                                                                                                                                                                                                                                       150nm WIDE
                                                                                                                                                                                                                                                                                                                                                                                                                       FILTER WITH
                                                                                                                                                                                                                                                                                                                                                                                                                       IOnm AGGREGATE.




                                                                                                                                                                                                                                                                                                                                                                                                                       100 DIA. AGG. DRAIN
                                                                                                                                                                                                                                                                                                                                                                            200 WI DE FREE
                                                                                                                                                                                                                                                                                                                                                                            DRAINING MATERIAL                                                                         B
                                             I oOnm SLAB ON
                                             150nm LEVELLI NG LAYER

                                                                                                                                                                                                                                                                                                                               o
                                                                                                                                                                                                                                                                                                                                                                                                                                                     TYPICAL SECTION
                                            NOM I NAL PLATFORM LEVEL
                                            1 C I V I L CONTRACTOR 1
                                                                                                                                                                                                                                                                                                                                             ?If                                                                                               SPLIT FACE ROCK WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCALE 1:20



                                                                                                                                                                                                                                                                                   ~
                                                                                                                                                                                                                                                                                                                                             _CTI-MAX.                       200
                                                                                                                                                                                                                                                                                                                                                                                                                                                      H           A             B           C

                     PAD LEVEL DETAIL
                     CONVENT I ONAL SLAB
                                                                                                                                                                                                                                                          APARTMENTS                                                                              1450   DIA.    1                                                                                0-0.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.5-1.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.30

                                                                                                                                                                                                                                                                                                                                   CONCRETE SLEEPER
                                             100nm SLAB ON                                                                                                                                                                                                                                                                         RETAINING WALL DETAIL
                                             2B5nm WAFFLES ON                                                                                                                                                                                                                                                                      SCALE I: 100
                                             50nm LEVELLI NG LAYER
                                                                                                                                                                                                                                                                                                                                   CONCRETE SLEEPER RETAINING WALL SCHEDULE
                                            NOM I NAL PLATFORM LEVEL                                                                                                                                                                                                                                                                RETAINING WALL        VERTI CAL POST            REINFORCING          FOOTING             PIER
                                            I C I V I L CONTRACTOR 1                                                                                                                                                                                                                                                                  HEIGHT ’H’             LENGTH                    BARS              DEPTH ’0’            EDIoENT
                                                                                                                                                                                                                                                                                                                                          Irrml                 Irrml                                      Irrml           T    Irrml
                                                                                                                                                                                                                                                                                                                                          600                   900                   2YI2                  600                300
                     PAD LEVEL DETAIL                                                                                                                                                                                                                                                                                                     750                   900                   2YI2                  750                150

                     WAFFLE SLAB                                                                                                                                                                                                                                                                                                          900                   1200                  2YI2                  900                300
                                                                                                                                                                                                                                                                                                                                       1050                     1200                  2YI2                 1050                150




~
                                                                                                                                                                                                                                                                                                                                       1200                     1500                  2YI2                 1200                300
                                                                                                                                                                                                                                                                                                                                       1350                     1500                  2YI2                 1350                150
                                                                                                                                                                                                                                                                                                                                       1500                     1900                  2YI6                 1500                300



                                                                                                                                                                                                                                                                EIffiWICE REVISED (GARIWlElRIJCK MOVEMENTS)   J.12.011    JM
                                                                       N
Consulting Engineers                                                                        1,500    10   5      0             10                         20       A1                                                                                                                                                                                                                                                                                                         sheet 1 of 2sheela
development consultants, planners and surveyors                                             1,1000
                                                                                                     ...._-_                                                   1
                                                                                                                                                                   A3                                                                                           PAD LEVB.S REVISED TO SUIT WAFFlE SlABS       =117        GA         NOOSA DOMAIN RETIREMENT VILLAGE
JF& PCONSUlllNG ENGINEERS PTY.LTD. ASN nOSO"I"ooe
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      drawing number



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                                                                                                                                                                                   datum:     AHDdorived                origin (BM)                             PAD LEVB.S Il1,!II!. 72l73NoEN1lED            ’11117117   GA
SUNSHINE COAST                     GlADSTONE                                    NOT SCALE FROM THISORAWlNO -use ONlYDINENSlOHSPRO\I1OEO-IFINOOU8TPl...EASEENOUlRE

237-239 BllIdmanAvenue,            59 Goondoon SIntot.
                                                                               design     oN     COPYRIGHT0200 JF&PCONSULT1NGENGINEERSPTY.LTD.                                     a’menl   revlsiondeta.                                 d...    ,....     G   ROAD 12 REAUGHEIl. PAD LEVB.S REVISED         03.08.D7    GA
                                                                                                                                                                                                                                                                                                                                     COUNTRY CLUB VILLAGES PTY. LTD.                                                                                                  M1717-L02                    H
MaroocnydOf., Queensland. ..558    Gladstone. Queensland. 4                E
telephone (07)5443 2500            telephone (07)..972 2100
                                                                               drawn      ...    THIS DOa.JMENT MAY NOT BE COPIED OR TRANSMITIED IN ANY                                     ORIGINAL ISSt                               2UOII     JII           COIISTRtJCTBl STA_                            1&04.12     SCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      file name
BRISBANE JF&P Haute
           -
                                                                                                 FORM OR BY ANY MEANS IN PART OR IN WHOlE WllHOUT THE
elY Em.at end Merivale Streeta,
South Brisbane, Queensland. 4101
                                                                               checked    AF     WRITTEN C    SENT OF JF & P CONSULTING ENGINEERS PTY.LTO.                                  EHTRAH ROAD REVISED                         a7.o      JII                                                                                EARTHWORKS LAYOUT PLAN SHEET 1                                                    -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             M1717-102-1.03.DWG
telephone (07)3M4 7161                                                 5       approved                                                                                                     ROAD 12 REAUGHED,PAD LEVEL DETALS ADDED     3.10.0e   JM                                                                                                                                                                                                                  date           282.08
                                                                                          A.Fraser....                      ... ......   .......   .........   .........RPEQ5691