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2021-09-07 Planning & Environment Committee Meeting Agenda

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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA   7 SEPTEMBER 2021




                                                                     Page 34 of 143

NOOSA COUNCIL                                                                              LEGEND
                                                                                                                              APPROVED PLAN
           \                                | |                                                                         MCU17/0563 & OPW17/0597                          |                                                              wes
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                                        ms                     CONCRIBIBLOCK RETAINING                                                                                                                                                    OPOSED
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                                       aN      |   NSA 85,                                 \              rw23s                                                 W255                                                    ————— _BasTING WATERMAN
                                           P                                              \
                                             hy          a                                                                                                             ue                                               —&——1—@— _ EXISTING ENERGEX- UNDERGROUND)
                                                           4      [eee nnn ON                           reel                                                                                                            Z                        ‘
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                                                           iq        ——heee—eeeee eee eee                                                                            v                                                   -~—<—<—— <=    PROPOSED RETAINING WALL
                                               *           4                ee ee te bag) a ee                                                                      rr                                                                     THER:
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                                                           i)        ot                   pt_,         EERE EA EEE              5  lL 4                a2            \                                                  — ae aoe meee Ai PROPOSED CONTOURS:
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                                                           EEE           HE                                                                      EEE]                                                       EARTHMORKS QUANTITIES
                                                      ea   RO                                                                       7            eS EPPEEEEEEH
                                           rs} nee              :      ror               | Ponda beak dge anh aee | |                                 Foo            (                                       EARTHWORKS CLT:   O0m*
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                                             Fee cE                    HoH                __ Pees phe ee eee                                          HH             (                                       FILL REQUIRED     Ton?
                                           ate Sachs MEY SS            Cir                      es RSL OME go                 re Ee                   ror                                                    DEFICIT:          0.0m?
                                           rape      gh dora          wa                 Hae cece state A Bucy                 eta Faia                              i
                                             dh Ses dag? hy SHO          —_                   ESET pt fees KUBY erg ee                    |                          i                                         1  ALLVOWUMES INDI     SOLD VOLUMES
                                           psf beat     SKS x          I             mes 8 Pe ES ‘ELAPSED Co                                          Po             (|                                      PE         rere
                                           Peltt esis       ie 42 gs    YEREEGEE      ie              tae bec oa aos 1 it]                                 Pope,                                               2 ASSUMED TOPSOIL STRIP AT 150mm THCK
                                          RET Scag      hfe           eer apatites eet                                 os 4               |                 eb                                                 3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
                                       =             aa 5 Et       site Neh cal tae 852 Par gant yercins                ae                                           \                                            EARTHINORKS/ BOXING LEVELS AND NATURAL SURFACE.
                                            BS                         fe ays           est  eg che                   ct aig    pS                                     oe
                                       1st]                         Ap           ee He Gl, Mn cae Bene   RL  PS  eh IEG, pte                tener
                                           WE         ae
                                             ]       oe ae He                  ee hae ee Ee ey rte te eaten Lt Leica                                                 (|
                                      silt          [psetitonegh iuceiecs                    ack          ee un eiee ea                                              |g                                         EARTHWORKS NOTES
                                  sunueant                     ‘    Et                            a at ye    ge PET BE AE     fo
                                         ea      aie           a       Fp ee Ee be ee                                      ees            \                          u
                                           Nae soe              S 74 Te                  rr peas eh grt ets Saiicecedn roo                            saat           Hl                                          1.  CONTROL TESTING OF EARTHWORKS TO. BE IN
                                             ma Eng a oh]     hog                         ae            erseyle 7, fe        Set          ut        —                                                                            >
                                           Hebe                    PR)                   EE         ancy oe              ieee            rf                                                                      cERTFICATIN
                                           Mbeck toned                                   Her tipt ass. s sa SEA ee der                                  oy           Hl                                          ACCORDANCE WITH AS3799-1996, WITH LEVEL 1 GEOTECHNICAL
                                                sees,  1               OEP               |    tj eerg OPI Ss 2p            aE     |                   suet           ;                                           2    __ALLDRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
                                           Pees:               \       ees                    | a vad aon St ay aA get oe    tee                      coy            \                                           INSTALLED AND FULLY OPERATIONAL BEFORE CONMENCING
                                           HY   kes        ,           HH                     bcs   zie      sty:           ssi zis a)                rH             i                                           UP-SLOPE EARTHWORKS
                                           HT              See                                                                                   AA                   TW 2:   at                                 3  ALLEXISTING UNDERGROUND SERMICES TO BE LOCATED AND
                                                           b        ;      rH                                                                    |                                                                      XISTIN                       Al
                                       '                    eee                           [                                                      SEH 8                                                           MARKED PRIOR TO COMMENCING EARTHWORKS
                                       sn}   | 7           cerestaae     rites                                                      |            Helps ifs 240
                                       va                  SSE                                               FFL 2.70                  |         Eee                                                             4     FILL DENSITY TESTING SHALL CONFORM TO THE
                                           {   |           Coe                                               PAD 2.40                A           peee Goaeenennsed                                               FOLLOWING
                                        wT   | o           IPE                                                                     ee              SS HE EEE Eee                                                          8  1 TEST PERSO0cum- GENERALLY
                                              yl           7         HEH                                                             i                  ca           i                                                    b  1 TESTPER2 LAYERS PER 40m- TRENCH
                                                         i]          Keo                                                             =                Poo            i                                                       BACKFILL
                                                          re         In                                                             ry                oon
                                                           4           ee                                                                             on             i                                           5     PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING
                                          |    7           iH        pe                                                                               [              ,                                                 MINIMUM ORY DENSITY RATIO (MD.D.R) COMPACTION
                                                           al        ner                    =          err                      i=)                   oan                                                              STANDARDS
                                                           i          EEE]                   [|         BEEF EEE                ||                    HH             }                                                    &  ALOINENTS =99% 81D
                                       st      .           y
5	1	1	1	68	4	1146	1667	49	10	50	I
5	1	1	1	68	5	1204	1667	50	11	25	bea
5	1	1	1	68	6	1442	1667	142	10	10	pT
5	1	1	1	68	7	1509	1660	33	26	12	LI
5	1	1	1	68	8	1710	1660	69	26	24	ta
5	1	1	1	68	9	1775	1667	259	10	24	ee
5	1	1	1	68	10	1977	1660	62	26	35	TTT]
5	1	1	1	68	11	2125	1666	4	8	24	\
5	1	1	1	68	12	2663	1664	7	12	87	d
5	1	1	1	68	13	2690	1659	41	27	46	ROAD
5	1	1	1	68	14	2737	1663	197	13	57	VERGESIEMBANKMENTS
5	1	1	1	68	15	2893	1659	14	27	49	=
5	1	1	1	68	16	2906	1659	28	27	49	98%
5	1	1	1	68	17	2940	1663	25	13	96	STD
4	1	1	1	69	0	1038	1680	1915	24	-1	
5	1	1	1	69	1	1038	1680	8	11	0	|
                                                                     PEE EEE EEE EEE EEE EEE                        ee        Pee                                                                                         @, PAVEMENT SUBGRADE = 100% STD FOR
                                                           i         He                                                                                                                                                      scion             eee a
                                          |    |           A a                                  eS Sr                                                ee a                                                        5     __ALLALLOTMENTS OR AREAS SLBJECT TO EARTHWORKS
                                               |           NSL 1.92                                     NSL211                                                 NSL 2.00                                          ARE TO BE FREE DRAINING WITH A MNIMUM SLOPE OF 1:100.
                                          F    +                                                                                                                                                                 6     ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 16
                                        Bs     |                                                                                                                                                                 MAXIMUM SIDE BATTERS (GRASS SEEDED)
                                               -                                                                                                                                                                 7     ALL WORK TO BE STRICTLY IN ACCORDANCE WITH
                                                                                                                                                                                                                 STANDARD EARTHINORKS SPECIFICATION
                                                                                                               E>)                                       CAUTION
                                               i                                                                                                         EXISTING SERVICES THE C@NTRACTOR IS TO DETERMINE THE EXACT
                                               1                                                                                                         LOCATION OF ALL EXISTINGISERMCES IN THE VICINITY OF THE
                                                                                                                                                         PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION,
                                                                                                                                                         THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO                  6     2     &     6      8    1m
                                                                                                                                                         EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR                      —
                                                                                                                                                                                                                                            1; 200
          360 CIVIL CONSULTING PTY LTD                                                                                        Desi: JAG             FORAPPROVAL          _[cuenr™ JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN                         “D8 NUMBER
                           ABN: 13 609 593 939                      frenetic ioararon eat                                     Draw: JAG                                  PROECT   PROPOSED DUPLEX DEVELOPMENT
       BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER [© }!*9/°} Ne 32UNTEPOOL LocsToN AMENOEMENT               ae     ae              83g        —                                                                                   SHCUIS
               23 OOGAR STREET, MAROOCHYDORE. QLD 4558                                                                        rt     Sarit | Beatrice cies RO RPEG 14887 | AT) 30-32 COCKLESHELL, NOOSAVILLE                                        RAVAN No
          Mobile: 0403862009 — Email: [email protected] | [| Checked: B.C.                                                       DATE  O4/94/2017            LOT 11 ON RP138550 & 0 BUP6971
        THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD. f= [fe                                                                                                                                                                         04 of 12
DocuthenbSeDIE ROSOUGTTivirscian                [erence wean vara wad eK                                                                          see                    Tmt: EARTHWORKS PLAN
Version: 2, Version Date: 08/06/2018
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