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2021-02-09 Planning and Environment Committee Meeting Agenda

of 98

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ATTACHMENT 1




 Page 62 of 98

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      i            “   .      “Oe.         A                  17        y                              tg             a f       Alt  ‘,      ef    fh                                     stone 100sqn/cun. 2rd COAT C170 G.81/sqn & 7mm precoated stone 170sqm/cum \ \ Civil, -   -
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 /     iS _-<                  1     7%,     /    SM                a             Se ae                           ei aS             |        t         a                       ov         LESS THAN 60¢mn), REFER TO DESIGN SETOUT PLANS FOR SIZE.       NOOSA ROAD, TEWANTIN
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      FP                Le     P34                  ,       /                                      re fe               y,    >             |) STONE OVER GEOFABRIC                        GROUND TO ARCHITECT SPEC. WITH FRST FLUSH DIVERTER & REVSE OF WATER TO "
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 yg)     Al      yee          _                        f        Z                     JS          j          ;                       fy.     f-        -                                  REUSE OF WATER TO TOLETS & HOSE COCK AS PER HYDRAULICS DESIGN.
i   er      Si                       }      '        |   See   Space           a              4            J         ~          |       <j        Me   es              ——> ———_lEW SWALE DRAW To LANDSCAPE DETAILS                                      Te
     /      ES                      /      /               7     7          pt                        19.20           ‘         !        ‘          r      t
                      .           /       fey        Vet                    es        eee              5                          |      1      he                              5             NEW 600x600 Sw PIT Wy GRATED LID                           DESIGN     FEATURES
   oS                  A       /        fy          |              fo             |      }      |      |    Th oy                         /}   Les         1                    &             NEW 600x600 Sw PIT W/ CONCRETE LID                         PLAN     1  OF 7
                                                               ot                 1      |v]                  ft     a      tf     Pp     ye          aes
                                                                           /      |         an  |                 ;         |      |       \                  ae                               NEW 690x600 SW PIT W/ ELEVATED GRATE
    EARTHWORKS           NO   ES                                         /        1      +      }  tty    42 I   A3{     Af    ic          i
                                                                  |        }      }      |      }     ]      ly            }}'    |                                   SET TT TT                1.2 WIDE 1.25 DEEP TOPSOLED, FERTILISED TURFED SWALE,
     1.  OBTAIN ONE CBR TEST PER MATERIAL TYPE OR                }       BZA”            |      |             (|           |              i                     |                1            ROLL THEN MAINTAIN TURF TILL PRACTICAL COMPLETION          LOT 2 on RP177554
         AS PER AS3798   TO   LEVEL 1 TESTING &                  }         |      ——~—tuoujo- fi                  |               |      bal                    \
         SUPERVISION, THE CONTRACTOR WILL MEET                  /                       |      |                 TH                                                                                      —            —
         COMPACTION TESTING COSTS                             /      yi                  240 pe                      |                                   as                    J                    PP      R/S       4                                  Parish of TEWANTIN
     *   Sier  tow Wo" Srae SF          Soon                        |     I                                                                                     i,                                  hd      pd                                          WOOeh SHIRE CO
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         ROO (OR 100% ROO IF 300mm BELOW ROAD                   “       1-4].                  2 >                  |                                       (7      4, 3                          NP                                               \          lity
         SUBGRADE). REMOVE ANY UNSUITABLE MATERIAL                    /         |             1       | =e                                                           e                   es             5         EXISTING
         AND REPLACE WITH APPROVED FILL STOCKPILE                         /     |      {      /      |      {      /      T                                 V        h                            Tr              ee
         AND RE-SPREAD ALL USEABLE TOPSOIL.                       /             |      J      |      |      |      }      |                  _        —            it ~                                J
     3. APPROVED FILL TO BE MINIMUM SOAKED CAR 6,                        y~     |      {      ;2     ;4    7]      |      1  4/|                             |     if         NEW CONCRETE             4                                            fac
         FREE OF ORGANIC MATTER, MAXIMUM AGGREGATE                                     |             |     |      |      |      /            !               |    / f         FOOTPATH                 1                                                012525 3155      625       ues     1
         SIZE < 50mm. PLACE IN MAXIMUM 200mm                           i        \      l      1     |       |     |       |                   |               rs |  }
         LAYERS AND COMPACT TO 98% RDD (65% ROO                        is                 tH                      |      }      |             |                     t                                     y                                                scale
         FOR COHESIONLESS SOIL). COMPACT TO 100%                            ines                                       nl                     |                J    f                                     ‘                                             1:250(43) Bo Not SAL ea   Dann
         RDO IF 300mm BELOW SUBGRADE.                                                                                     e    >           ayy                      h                                 /                                                   ;              DMENSENS PRINTED
         cummeron To VERA wees                                 [RO                                                         LI                                                fe.                                                                       (ems SC~*S
     4. CONTRACTOR TO VERIFY ALL INVERT LEVELS.                       ue      NZ          |S ae                                          ig                         og                      —
       OBTANABLE PRIOR TO       COMMENGEVENT OF WORK              6                     AKON               FA            BS                  i                   ==                                         “                                         fra] reason deta ——SSSCSC~d
                                                               Jf    Sf      L      /        a            =                                  te                           J           \                                                                [> | FOR APPROVAL REVIEW          [03/20]
     5.  WORKPLACE HEALTH AND SAFETY ACT. 1995 ALL                  /      a                                         Fo                                HE               ae                                                                             [= | ISSUED FOR CONSTRUCTION      [06/20]
         WORK IS TO BE CARRIED OUT IN ACCORDANCE                  i,     /     /               i  \         -   \f       eras              i          /              /     OT                                                                               REVISED FOR CONSTRUCTION     [07/20]
         WITH THIS ACT AND IN PARTICULAR THE                    ff     ‘       “              j                  in.  ae     a                       i             /      /           ‘           7                a tp                                [G | REVISED FOR CONSTRUCTION
         Hea SO Re THE REQUIREMENTS                           Jf           Sf                 |             '         ara)     \          /        fe           oS!                  /           ~            /                                        Pi REVISED FOR CONSTRUCTION       [09/20]
     6.  CONTRACTOR SHALL VERIFY BENCH MARK LEVELS                {    §                       ~~                eS                     /              \               ‘ied                ~            a“
         AND AOMISE THE, SUPERINTENOANT OF ANY                 co                                    .              ~y                    ff            |\_   <x                                    a                                                fos
         DISCREPANCIES PRIOR TO COMMENCING                    TO                                         “oe               /              ye           A      oto              \       ~~       <a...
         CONSTRUCTION.                                         \      it           Oe                                   a           ah           \    \   \          \               Ny    fo
     7. CONTRACTOR SHALL VERIFY THE LOCATION OF               rt                 4   ee,                            ~           wo       ‘        \        We           KO            YEG                                                                               PROGRESS\1714\DESION
         a EXISTING SERVICES PRIOR TO IsTING                      OS                            / enn                           nn” Ls                         ——_—~0            /   fil
         SERVICES AND STRUCTURES ARE TO BE                           ~~                 yi                       —                               ATE                                    |                                                                             PR APPROVAL
         MAINTAINED IN GOOD ORDER FOR THE DURATION             \                   ON        fo   werner                                        a            "        $                                                                                        "
         OF THE CONTRACT. ANY COST ASSOCIATED WITH                 ~~           Ty                                                          “               AN        &           A
         REPAIRING DAMAGE TO EXISTING SERVICES SHALL                  ~                  Oe                                            a               lof         Se                                 Alexander David Toth 5069
         BE PAID FOR BY THE CONTRACTOR.                          \         .        a                   —                          a                a7                                                       NAME        REQ                                    Sheet 8 of 38 sheets
     8.  ALL LEVELS TO AHD.                                          ~                       se                   ‘          SO               wae                     SS.                                       ws                                              Growing number
     9.  UNLESS SPECIFIED OTHERWISE ALL MATERIALS             SSC                                     ee              \   “          ae                                                        dS                          /20                                 1714-20
         AND WORK SHALL COMPLY WITH THE RELEVANT                    SS                                                 Tee                                                                      SS           SIGNED      DATE
         AUSTRALIAN STANDARDS.                                SS                                           ee         Sn oe           anal                                                         i                                                             7            a
                                                                                                                                                                                                                                                              Page 62 of 98
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