Skip to the record
Search everything, all in one place.

Original source · versioned page text

OPW14/0197 Approved Plans Part 3 (N13078)

of 25

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
                                                                                                                                                                                 ~I.~
                                                                                                                                                                                  .
                                                                                                                                                                                 <n";~
                                                                                                                                                                                 WN
                                                                                                                                                                                                                                                                        PRELIMINARY PAVEMENT DESIGNS
                                                                                                                                                                                 c~                                                                                                                                                   BASE        SUB BASE lOWER SUB BASE       TOTAL
                                                                                                  ••
                                                                                                  <n
                                                                                                                                                                                ...:,V
                                                                                                                                                                                ::>                                                   ROAD              STREET (lASSIFICA TlON
                                                                                                                                                                                                                                                                                   TRAFFIC
                                                                                                                                                                                                                                                                                    ESA's
                                                                                                                                                                                                                                                                                              ASSUMED
                                                                                                                                                                                                                                                                                                CBR
                                                                                                                                                                                                                                                                                                            SURFACING
                                                                                                                                                                                                                                                                                                              (mm)
                                                                                                                                                                                                                                                                                                                                       Imm)
                                                                                                                                                                                                                                                                                                                                    leBR 601
                                                                                                                                                                                                                                                                                                                                                     lmml
                                                                                                                                                                                                                                                                                                                                                   ICBR 1.5)
                                                                                                                                                                                                                                                                                                                                                                   lmml
                                                                                                                                                                                                                                                                                                                                                                 (CBR 151        BOX
                                                                                                  <n                                                                            <.>                                                                                                                                                (TYPE 2.2)     {TYPE 2.31  lif requiredl      (mml
                                                                                                  a:
                                                                                                  ••
                                                                                                  <.>
                                                                                                                                                                                u.
                                                                                                                                                                                o
                                                                                                                                                                                                                                AGATHIS PLACE
                                                                                                                                                                                                                                     1. All
                                                                                                                                                                                                                                                             ACCESS ROAD           5 x 10'       1                 lO
                                                                                                                                                                                                                                              ASPHALT TO BE UNDERLAID 'WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATlVE
                                                                                                                                                                                                                                                                                                                                        100          100               150       lao

                                                                                                  z                                                                             W
                                                                                                                                                                                a:
                                                                                                  o                                                                             >--
                                                                                                  ;:::                                                                          z
                                                                                                  <.>                                                                           W
                                                                                                  W                                                                             <.>
                                                                                                  <n
                                                                                                  a:
                                                                                                  W                                                                                                                       NOTES;
                                                                                                  >--
                                                                                                  0:;                                                                                                                     1. PRElIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRAOE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
                                                                                                                                                                                                                              TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
                                                                                                                                                                                                                          2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE (ROSS SECTIONS.
                                                                                                                                                                                                                          3. THE SELECTED Fill QUANTITY, DETERMINEDBY TEST RESUlTS, SHALL INCLUDE FOR EXCAVATION.
                                                                                                                                                                                                                          4. WHEN THE TOTAL PAVEMENT OEPTH lAS DETERMINEDBY SUBGRAOE TESTSI EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHAll EXTEND
                                                                                                                                                                                                                              UNDER THE KERB AND CHANNEL TO 150mm BEHIND lTYPI.



                           REFER TO JOIN TO                                                                                                                                ~I
                           EXISTING PAVEMENT   OETAIL                                                                                                                     "   'I




                                                                                                                                                                                                                                                                                 AC SURFACE
                                                                                                                                       I                                                                                                                                                                           lS0
                                                                                                                                       •                                                                                                                                                                           MIN.


                                                                                                         I                             I                                                                                                                                                                           EXISTING PAVEMENT

                                                                                                         I I
                                                                                                         I
                                                                          ~                                                                                        ~
                                                                          ~                              I                        si
                                                                                                                                  '~
                                                                                                                                                                   ,;
                                                                                                                                                                   it
                                                                          it
                                                                                                                                  tt
                                                                                                                                  c
                                                                                                                                                                                                                                                                            JOIN TO EXISTING PAVEMENT DETAIL
                                                                          4
                                                                                                                                  ~                                ~                                                                                                                           NTS
                                                                          ~                                                       ~                                ;::
                                                                          is                                                      is                               is
                                                                          ~


                                                                                                                 .e.6\6%


                         oA TUM RL -2.0                                                                      \
                                                                                                                              I                                                     I

                         CUT (-) I FILL
                                                                               I
                                                                                                                        "
                                                                                                                        c:,   ~                                              ~~5
                                                                                                                                                                             , ','
                         LHS LIP LEVEL                          ~ E5
                                                                ~         ~I!!

                                                                ••..
                                                                  1 ~I;:o!
                         RHS LIP LEVEL                          ~, ~~
                                                                    ,
                                                                               I I

                         DESIGN SURFACE
                                                                          !~
                         EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                               -
                         CHAINAGES                                                                                                                                                                                                                                                                                                 NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                  APPROVED PLANS
                         HDRIZDNT AL CURVES                                                       R-17.500
                                                                                                                                                                                                                                                                                                                                OPW14/0197 3 OCT 2014
                       *
                                                                                                                                                                                                                                                                                                                   ,...
                            REFER INTERSECTION DETAILS   FOR LEVELS
           O:!;;::~J: JtO!~
~.:O~~!t;}.~:ll1                           a-.
                                                           e-_                                                                                                                                                           -,
                                                                                                                                                                                                                                                                                                           I..=
_    COi.e:t   •••••       11                                                                     11<::
                                                                                                    •••.• l "T1Ul. I              w:::_ •.•••••.                                                                                                                                                                                                    ••_nTLI
                                                                                                                                                                                                                                                                                                                                                   DfI


                                                                                                      • " ~ " " ••                                 SURVEYOR: RPS
                                                                     CNIC:O:




                                                                                                                                                                                                                                                                     BROWN
••     If          .I.   1~.ot.\I,                                                 ~'IllQO   10
                                                                                                                                                   1 INNOVATION PARKWAY, BIRTlNYA                                                 aM PROPERTIES                                                                                                                  AGATHIS PLACE
                                                                                                                                                                                                                                                                                                              """""-
                                                           e.t •••••• _
                                                                                   UO~O


                                                                                     UOO
                                                                                     1200
                                                                                             I
                                                                                                                "
                                                                                                              , ..
                                                                                                         HO~ICl~TAl


                                                                                                                .,
                                                                                                          VElnl(.IJ,.
                                                                                                                                  -- --I
                                                                                                                                  N13078
                                                                                                                                                   Ph (07) 51.36 7888 Fax (07) 5493 6630

                                                                                                                                                                ?,.,-e--                     Sl'J,IJIjPl.OO gPE;l.M9J
                                                                                                                                                                                              1l,I,TI(Vtal llP£0 I15lI
                                                                                                                                                                                             eP£\1 Tl1OI'J,SllP£0 1Ul
                                                                                                                                                   fOIl & Qj e£~4iJ Cf 8~r;wNCOlSiI.TIoli1Cl.~ PTYltD
                                                                                                                                                                                                                         ~,
                                                                                                                                                                                                                              LAKE DOONELLA NOOSA
                                                                                                                                                                                                                                  STAGE C1 - C6
                                                                                                                                                                                                                                                                           Smart Consulting
                                                                                                                                                                                                                                                                                                     --- ~--=:.-
                                                                                                                                                                                                                                                                                                     hI'Il'.nAI"
                                                                                                                                                                                                                                                                                                                   'I
                                                                                                                                                                                                                                                                                                                   lllLDlPlllJll
                                                                                                                                                                                                                                                                                                     tM I, 1111-'01 Mw" ..,.
                                                                                                                                                                                                                                                                                                     ,.....        me ,...
                                                                                                                                                                                                                                                                                                             07 Sl70
                                                                                                                                                                                                                                                                                                                        •...•
                                                                                                                                                                                                                                                                                                                                Q'J "-_
                                                                                                                                                                                                                                                                                                                                  07 Sll"O
                                                                                                                                                                                                                                                                                                                                           tll1
                                                                                                                                                                                                                                                                                                                                          ,m
                                                                                                                                                                                                                                                                                                                                                   DU._Q_
                                                                                                                                                                                                                                                                                                                                                              LONGITUDINAL SECTION

                                                                                                                                                                                                                                                                                                                                                                   N13078-113           -
Log in to download the original file

OPW14_0197 Approved Plans Part 3 (N13078).pdf · 6.4 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.