Original source · versioned page text
OPW14/0197 Approved Plans Part 3 (N13078)
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 A,,~' I LEGEND
REFER N13018-130 fOR
BASIN EARTHWORK
LEVELS AND DETAilS.
/
--- o 15.50
PROPOSED STAGE BOUNDARY
PROPOSED FINISHED SURFACE LEVEL
PROPOSEO SlOCKWORK RETAINING WAll
PROPOSED ROCK RETAINING WALL
N
I
I
-,-,-,-,-,-,- PROPOSED CONCRETE SLEEPER WALL
EXISTING SURFACE CONTOUR
- - --g~---
(05m INTERVAll
____ ~o _ OE~GN SURFACE CONTOUR
/ .J J
(O.25m INTERVAlI
III
I_I AREA OF FILL
!-Ui(/fYXUiJ AREA OF CUT
11.001 CENOTES WAll HEIGHTS
/'
/'" 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS Of ALL
EXISTING SERVICES WITH THE RELEVANT AUTHORITY BEFORE
COMMENCING CONSTRUCTION.
2. All WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CURRENT COUNCIl SPECIFICATIONS AND STANDARD DRAWINGS.
3. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS
AND FENCES FROM THE SITE TO THE SATISFACTION OF THE
SUPERINTENDENT.
I.. NOTWITHSTANDING THE LIMITS OF CUTTING ANO FILLING
SHOWN ON THE DRAWINGS, THE ACTUAL LIMITS SHALL BE
OETERMINED ON SITE BY THE SUPERINTENDENT DURING
CONSTRUCTION, SIMILARLY, THE FINISHED SURFACE LEVELS
MA Y BE ADJUSTED BY THE WRITTEN DIRECTION OF THE
SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED
ORA WINGS HAVE BEEN APPROVED BY COUNCIL.
/
J /
/
j
I 3.0m FIRE PROTECTION ZONE /
I \ /
I STAGE C1 PRIVATE OPEN SPACE BUFFER
-
NOOSA COUNCIL
APPROVED PLANS
OPW14/0197 3 OCT 2014
-. " ",
_
: "
H
c.II.CIllU.
••
14.)1,11
•••••
_orr fII' •••.•
lC.~.14 fAA1H\i01(S AEt10IU FR<I'1 lOll IlI.fFEII lONf. AEi liJ.U. 1TPt: I./lDfD
fII_oeClil
KALI I "'TlUII I
-~- SURVEYOR: RPS
' INNOVATION PARKWA Y, BIRTINY A
~~
OM PROPERTIES
BROWN _e-.....,w.,."'' ' I
"..,
""'""u••,"""
DIl"_ Tm.lI
BULK EARTHWORKS
LAYOUT PLAN
..=
Ph 107) 5436 7888 Fax (07) 51.93 6630
....0..11.:1 "'-I
---- •.... -- =.'" --- -
" _.:,"'"
15eo 1Q 20 Al
: c SHEET 1 OF 3
:'
DIl•••••• _CIIl
~1Q(Je
" N13078 --j,?..-e-- ~1.i.Ilft.OOIlPt:O
IOAM\l1U
9:lf/11 ilO'.ll
liSt)
llP£0 tim
llP£0 7112
LAKE DOONELLA NOOSA
STAGE Cl • C6
Smart Consulting lIrlIl, 11•••• 1lmoI.
rno
Qt: •••••• 1J1$
P
• Fl)l • 1)0: SfMAl.F01' MJ"''' (OI&I.!JI~ DUll PrY ltD
'.., D15410 1aioodt OJ5470 f./62
N13078.107 A
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original 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.
Full text of pages 2 to 12 (of 25)
Page 2
REFER ORG N13078-108 FOR CONTINUA liON
I
(;/ /
ilil
I
NOTE:
1
-lOT152- ~
REFER TO N13018-107 FOR BULK
1 REFER N13078-109 FOR
129 RETAINING WALL DETAilS
I
-----
;
EARTHWORKS NOTES AND LEGEND
128 ------
/&/ .
..Jl~ - --127
- LOT 153 -
1
N
I
/~I
~,
tJr----; I
I~I
, -I
is'
SECTION
SCALE[Al~ 1:100
G
101
- I
•••1 SCALE IA3]: 1:200
NOOSA COUNCIL /CS! .
I""'''''I, 'j ~
m
APPROVED PLANS
OPW14/0197 3 OCT 2014
;~18
I~/> ~
Ins.
- lOT '" - L_-: ~T~':..- __
1 "f/ •
11/ .
/// ~
" /
' ---r,~/£;,.--;,
1 / PI ~
111,,,!fY \
-.
~~aJ
0.. 7.00m 0- BOrn
PRIVATE OPEN SPACE BUFFER FIRE PROTECTION ZONE
,'I ::: '"' '.
..••. ,',~.:::::: - LOT 168 -
,I
,\~I._----
\ ~--
:...~~'\.'
-----~\--
',~
•..••.
,~~
-- " EXISTING
DEVELOPMENT
I
II
I I I
~I/.
1
'Q' ~ ""
1 "1 I
-' II i/
'3JN 4 MAX. cD
_ lOT 174 _ 0.. EXISTING
_ __L DEVELOPMENT
j ------
~ 1" f/
m
lIN4MAX.~
- LOT 17S - __
----
~
/,f/~71
.1/'~
I ("
.. 1
t EXISTING
DEVELOPMENT
- - - - - - - ---':O-;'~-- - -- - -~
19 .
I:.'/ ~I
~'
'I I
901 SECTION
I
~ I~.-
stAlE IAll: 1:10
SCAlE I'll, tlOO
ilCAi.Jli •• _,-. c..illo
BULK EARTHWORKS
OM PROPERTIES
BROWN _...."'...,"'.. .=
n~
.,
--
Sf(TDI( "'fl(o.
!Seo 1C S 1.0 ,\I ~ LAYOUT PLAN
;
0IUl_ o-CIlI 11000 s
•• N13078
-- Q~""~ Smart Consulting
"""'"
LI'lI I. II"""
_____
"""".w. =LD.••••• WI
~ __
~~m"",,-
~
1&-
••• _
SHEET 2 OF 3
.•
N13078 108 -
A
Page 3
"
150mm DEEP TURFED
SWAlE DRAIN BEHIND
~I VARIES
G1
WALL DIRECTING FLOWS TO
ROOFWATER (ATCH PITS BOUNDARY FENCE TYPICAL
-
(WHERE APPLICABLEI
O.75m I 1.50m
DETAIL BY BUILDER & OR I
OWNERS FENCING CONTRACTOR
NOOSA COUNCIL ~.....
l 1~1.I.I
I
- ALLOTMENTS - I
APPROVED PLANS MINIMUM DESIGN REQUIREMENTS
- SURCHARGE LOADING ON
~ ~ I
2:~ I
I~~
15~
OPW14/0197 3 OCT 2014 BACKFill: SKPa a:l~ 0,425 0.425 a:l8:
1 IN 4 BATTER BETWEEN WALL
- ~gs~lt~e
- MAX W:4H
D~I~~NFENCE
~~~T~~~m
SLOPE BEHIND WAll
~;II
~~
TY~I
I
TYP I~;
I~~
TIERS TO BE lANDSCAPEO. REFER g:~1 Ig:~
LANDSCAPE ARCHITECT'S PLANS. - ALLOTMENTS -
F.S.L. I
CONCRETE
SLEEPERS 175mml
INTERNAL BACK/SIDE BOUNOARY WAllS 400mm WIDE
NOTE: HEIGHT 2.0m < 3.5m GRANULAR FREE
REFER TO N13078-107 FOR BULK SCALE 1 : 5D \AlI DRAINING MATERIAL
EARTHWORKS NOTES ANa LEGEND
N
I \
F.S.L.
150mm DEEP TURFED 100SZl SLOTTED SUBSOIL DRAIN
SWALE DRAIN BEHIND WITH FILTER SOCK. DISCHARGE
WALL DIRECTING FLOWS TO TO STORM WATER SYSTEM
ROOFWATER CATCH PITS
IWHERE APPLICABLE) STEEL UNIVERSAL COLUMNS
\ - ALLOTMENTS - NOTES,
;
, 1. RETAINING WALLS TO BE CONSTRUCTED
/ 117 TO MANUF ACTURERS SPECIFICATIONS.
2. CONTRACTOR TO PROVIDE STRUCTURAL
/ CERTIFICATION FOR RETAINING WALLS
DESIGN AND CONSTRUCTION.
\ - ALLOTMENTS -
l. FOOTINGS ADJACENT SERVICES ARE TO
, EXTEND BELOW THE ZONE OF INFLUENCE.
/ TYPICAL CONCRETE SLEEPER RETAINING WALL
I
(
/ DETAIL AT FENCED BOUNPARIES
INTERNAL BACK/SlOE BOUNDARY WAllS SCALE 1 : 20 IA 11
I
HEIGHT O.Om < 2.0m
SCALE 1 : 50 IA1)
,I RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ TOP ROCK 400
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL 600mm (MINI GEOFABRIC TO
I ENGINEER. ROCKS TO BE PLACED IN STRETCHER BONO FACE OF WALL
PATTERN IMJNIMUM VOID ALLOWABLE SHALL NOT BE
GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS
SMALLER THAN 750mm IN SIZE - i.e. NO VOID INFlllINGI
APPROVED
NOTE:
WATERPROOF MEMB~~~l.
BOULDERS TO BE 'A' GRADE SANDSTONE
- , -H:llblJlldAlli" rm.' -""'"= - ,- , {TRENCHED ROCKI RECTANGULAR IN SHAPE.
LOTS FRONTING ROADS
MINIMUM DESIGN REQUIREMENTS:
- SURCHARGE LOADING ON BACKFILL: 5KPa
- ALLOW FOR 108m HIGH FENCE
- MAX lV:4H SLOPE BEHIND WALL
__ •••• ' 1IIl'l .e •••• t ",noIS I ou_nna
SURVEYOR: BPS
BULK EARTHWORKS
BROWN
- Lf .I. 1o.J1.u.
1 INNOVATION PARKWAY, BIRTlNYA OM PROPERTIES
LAYOUT PLAN
A NT NT GU1.1l. ilflAMlCi lill.l.llTAL AlXlll.
Ph (07) 5436 1888 Fax 107) 5493 6630
•e
D
1llI
1_5a~ 10
.••••c..cIl ncaa e '. Ie ~,
"
I'llO.lI:tT •••
N13078
LAKE DOONELLA NOOSA
Smart Consulting lM,,_g_
SHEET 3 OF 3
E
STAGE Cl • C6 N13078-109
Page 4
~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 -
Page 5
PRELIMINARY PAVEMENT DESIGNS
BASE SUB BASE lOWER SUB BASE TOT AL
TRAFFIC ASSUMED SURFACING (mm) lmml lmml
ROAD STREET CLASSIFICATION BOX
ESA's CBR Imml IceR 601 leeR 451 IceR 151
(TYPE 2.2) ITYPE 2.31 lif required) (mml
CARISSA PLACE A(CESS ROAD 5 lC 11f 3 30 100 '00 1S0 380
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE
UJO
ug ..• .,
U"' NOTES:
,"
en~ 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRAOE CaR SHOWN. ACTUAL PAVEMENT DESIGNS WIll BE BASED ON
--,0
"'0
0." UJ"
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
v C;>v 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTJONS.
en
:;:
•... --'
::> 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
u 4. WHEN THE TOTAL PAVEMENT DEPTH lAS DETERMINEO BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEHENT GRAVEl SHALL EXTEND
•••
<.0 U- UNDER THE KERB AND CHANNEL TO 150mm BEHIND IHPJ.
••• 0
UJ
•...
Z
0 a:
t= z
u UJ
UJ U
en
a:
•...
UJ
~
-
I
I
I
~ ~
~
'~ ~
o
l!
I ~
is ~i
~I
~i
ve 50.0
IIIl~UI
DATUM RL 5.0
CUT (-) I FILL
",
;l ~
"
~
LHS LIP LEVEL
'" ;1
,;
RHS LIP LEVEL
DESIGN SURFACE
EXISTING SURFACE
-
CHAINAGES NOOSA COUNCIL
HORIZONT AL CURVES R14.000
APPROVED PLANS
I I
OPW14/0197 3 OCT 2014
OETAILS FOR LEVELS
;~~~:'~~1~:~~~ECTION
. -~- -, ",..,
,..,
••.•.•.,.........
I --~
~ ~, ••• ; •• 11 K •••• I "YUI I 011.0_ fln.l
• • SURVEYOR RPS
" " ••••
BROWN
•• If J. 1II.tt14
OM PROPERTIES CARISSA PLACE
••
11010 10 20 20
1 INNOVA nON PARKWAY, BIRTINYA
-«- LONGITUDINAL SECTION
102010
Ph (07) 5436 7888 Fax (07) 5493 6630
~
, • , ••
HORIZONTAL
: c ~ "(I.IIO;:T
1:m,...,I1J .:::l
j ~ e~~~~:g~,l:
LAKE DOONELLA NOOSA
I .~
2 "-OvrD SHAulIPLOOllPEQI4591 Il/lM1lo-lirW 1QU)) PIlI.lll
~'
i •• N13078
~.•.
Ift!,l' ••••• """,,•••••••
--------- '=1
Smart Consulting
E
VEIUlC,t,L
FlJlI 011aEl!AU" 8~C"" «(Il'i:J.IIlG mOl PlY LID STAGE C1 • C6 ••••• O1SollllniIQ FairiI O1Sol109'm
N13078-115
Page 6
-
NOOSA COUNCIL
PRELIMINARY PAVEMENT DESIGNS
APPROVED PLANS BASE SUB BASE lOWER SUB BASE TOTAL
TRAFFIC ASSUMED SURFACING
OPW14/0197 3 OCT 2014 ROAD STREET (lASSIFICA nON ImmJ lmml lmml
!CBR 60) ICBR 451 ICBR 151 BOX
ESA's CBR (mml
lTYPE 2.21 (TYPE 2.31 lif required) Imml
MORINOA CIRCUIT ACCESS STREET 5 x 10~ 3 30 100 100 350 580
1. All ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNA TlVE
NOTES:
1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CaR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USlNG THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY. AS SHOWN ON THE (ROSS SECTIONS.
eno
""g ~;! 3.
1,.
THE SELECTED Fill QUANTITY, DETERMINED BY TEST RESULTS,
WHEN THE TOTAL PAVEMENT DEPTH lAS DETERMINED BY SUBGRADE
SHALL INCLUDE FOR EXCAVATION.
TESTS 1 EXCEEDS THE NORMAL DEPTH. THE PAVEMENT GRAVEL SHAll EXTEND
IX'" CC,.:
O~
~;!
c; UNDER THE KERB AND CHANNEL TO 150mm BEHIND ITYPJ.
~ w~
IX~
u..~
0 :;:
en
0-
IX Z
« 0
0-
en >=
0
w
en
IX
w
0-
a: AC SURFACE ,SO
MIN.
EXISTING PAVEMENT
REfER TO JOIN TO JOIN TO EXISTING PAVEMENT DETAIL
EXISTING PAVEHENT DETAR. NTS
v~,o
1R51UI
I
~I I
-lOT75-
DATUM RL 6.0 I ~
1:--
, I
I' I '_', I U
CH 1480.000
'''if ,
I 1'-
CUT (-) I FILL ~5~
'1'1'1
~9~S~~~~~
'1'1' 'I'
, I I
'I' , 'I --;r DATUM Rl
FINISHED Rl i7.i:71
16
~l
~I~I~
~
LHS LIP LEVEL ~~~2;~
~~t:: 16.50m RD RESERVE
~
~ -lOT73-
~:~ _'_'1'~ *
VARIES 4,50m 3.0011\ 3.O011! 4.50m VARIES
301'l1l!AC, SURFACiNG
RHS LIP LEVEL 0.50m
;I~';;~2~2
N -
-lOT1'9-
'
-'~ci,ci ~ 2 ~ ci,ci ~ ~ '"
"
I I__ ,oi •••••••••••
I II l% 3% 2%
~&~ 1 IN 4 (MAXI
oiOO
DESIGN SURFACE oi"'''' ••••.••••••
'''oi ••••
CH 1460.000
TYPE 'I'll' KERB AND CHANNEL
:4 ~,t:: TO IP•••••
EAQ STO ORG R-OOSO. -F'-N-'S-HOE-OA_TR-Ul",R,.l14'4'
I
2.Om CONCRETE FOOTPATH TO J SUBSlftlFACE PAVEMENT DRAIN
_c~ "'10 .••• 0 1 •••
0
1
••••.
1
•••••1 •••• LP.W.E.A.a STD. ORG. R-0065 TO IPWEAQ STD ORG R-Ot40.
EXISTING SURFACE ;:~~;;;;;;;; •••••••••••••.•••
oi 0 •••••••
t::~=i
g:;t::
;;;~;~~~~
0 •••••••••••
0 ••••••••••••
CHAINAGES ~~~
~~~
::!:::!:::!: •.. - - •.. - - -,
oioioi.;oioioioioi
"','"
HORIZONTAL CURVES 20.000 R-20.000
*O:~:J~1~
< r----l
REFER INTERSECTION DETAILS FOR LEVELS
~~.:mx~i~'lI J: Jo~ &toldo>o
~-
'" I
_~ •••••
' "II .0.••.•
1_" •• ~"' e-A_ TTTU
, SURVEYOR: RPS
e-_ CMlOIl
" " sa
BROWN
••• LF .l 1I.1lt.14 10 lO At
OM PROPERTIES MORINDA CIRCUIT
""'"'-U•.•,"'"
~10QD 10
1 INNOVA. TlON PARKWA Y. BIRTlNY A
UMD
"
--- "'.
Ph (07) 5436 7888 Fall (07) 5493 6630
• HQRIIO~t AL
'I LONGITUDINAL SECTION
-
_AI
," --//'~ ---......•.. -- --- AND CROSS SECTIONS
C HaD 2
"'o.IICT ••••
~AUl PlOO ~Q \LS.l
D LAKE DOONELLA NOOSA 8.'0II'IICcrd'rc(QJlJ!'l)' ltl ~
• VERtOL •• N13078
IlAfl(Y III RPEQtlS1I
&ilOIl llO'AS RPE{I7Ul
STAGE Cl • C6
Smart Consulting IIoolll'Ir__ ....."Ii'IIIQ~~ll1J
~ C1Wllf'l60""""
ea--
07S«1Of2U IOICfI!
N13078-118
&Rf).M CCtt.ill.TflG lClLOIm ltD
F<Jl & 1)1 tmI.ll.F ~
••••
Page 7
-
NOOSA COUNCIL
APPROVED PLANS
OPW14/0197 3 OCT 2014
-
SUBJECT TO CONDITIONS OF
DEVELOPMENT PERMIT
Page 8
~ o",~
~ (I)'~ •...
-~ ~ WI~ •... ~ en~
Q; c::>
=>r; (l)i~ a:~
=>.;
",;:.
C 00-
a:: •.•.•
u~
5!;"
31; o~
UN
a: 0»
o~
5 ;:0 U ;:~
W UU
--' u.. >- :l: u..
c.:>
••• •... 0 •••
0
a:
a:
W
en
=>
0
W Z a:
'"
0
Q; c.:> z
••• a: --'
en •...
W ••• 0
::IE
=>
::IE :i'
•...
W
PRELIMINARY PAVEMENT DESIGNS
en
z z z z BASE SUB BASE LOWER SUB BASE TOTAL
0 0 0 0 TRAFFIC ASSUMED SURFACING ImmJ lmml lmml
;:: ;:: ;:: ;:: ROAD STREET CLASSifiCATION
ESA's CBR [CaR 60l fcaR 451 IcaR 151 BOX
,,, ,,,
U
lmml [mml
U U U "YPE 1.11 ITYPE l.ll lif required)
W W W
W
en en en en SHIRE DRIVE ACCESS STREET 5 x 10~ l lO l50 580
a: a: a: a:
•...
W •...
W
::5
•...
W
•...
W 1. All ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE
::5 ::5 ::5
NOTES,
1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUHED SUBGRAOE CaR SHOWN, ACTUAL PAVEMENT DESIGNS WIll BE BASEO ON
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
2. EARTHWORK aUANTlTlES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONt Y, AS SHOWN ON THE (ROSS SECTiONS.
3. THE SELECTED FILL QUANTITY, DETERMINEO BY TEST RESULTS, SHAll INCLUDE FOR EXCAVATION.
4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRAOE TESTSl EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHAll EXTEND
UNDER THE KERB AND CHANNEL TO 1S0mm BEHINO lTYPI .
•:
~
•'"•
"
g
,
~I
g,
!I
AC SURFACE 'SO
I MIN.
~I
ve '0.0
~iI
'Ie '0.0
EXISTING PAVEMENT
IIl!S3.S1 IIIsn.1I
1
I
1 .•. BU'Mo1 'UlJ%
I
DATUM RL -3.0
0 ~~-
" ~ JOIN TO EXISTING PAVEMENT DETAIL
CUT (-) I FILL
:::: 5 ~ ~~
:l;O~ :;:;:;:::
, 'I' ~
~ ~ o~~ ~~
',0 $;~ 0_
NTS
.- ~~~
0'
, ,
~;i .~
0
~l::ll=: ~ 0
, I
* ,,
LHS LIP LEVEL ~ ;i;;, ~~~ ~ 5~,:3~~~
:
, , ,
:2;!1::e ,
" ,
, , , ~, , , ~
, "
:ll ~l::ll:: OO~
ll'- ~
RHS LIP LEVEL ;, ;i;~, ~, ~~ ~~~ a~
:2\6 ~ \Ii
~~
, , ", ,
. , "~i,
!;::1r;:1 ::!!"$}.::!!
I ~~I
, I
DESIGN SURFACE ~;~ ; ~:l
:;;~:;! ~¥3 :;)
~o:~ ;; ;! ~
~ ~ ~ ~~
"
!2!!!i!2 r;::!l!:!l! ;e::e
,
EXISTING SURFACE
~
:l
~ ~ ~~~~
i
. ;~ .~~
~
~;; ;;; ;;; ~,
!Ii!?
OM
~~
:;;
" ~
-
I :;; ! ~ g
5' 5' 5', t1C::! S ,
CHAINAGES g
d
~ g
~ ~ ::~~
,;:
a~~
o~a
""':"'" ..i ~! 3~5 !~ !B ; NOOSA COUNCIL
R-30,OOO
APPROVED PLANS
HORIZONTAL CURVES RtS.OOO
>-----<
OPW14/0197 3 OCT 2014
*
f----i
..
REFER INTERSECTION DETAILS FOR LEVELS
--. "
"
~~-
I-= ---
~"'
.•...."""
IJ<:_ l"nu. ~A_Tfl'I.t
,.........
J
•
~ ••• , II" •• _ CNlf;II
A_Ifr.,.-.. SURVEYOR: RPS
" " " ••••
BROWN
< IUtll. 1I~oo 10 SHIRE DRIVE
20
1 INNOVATION PARKWAY, BIRTINYA OM PROPERTIES
:
" moo Ph 107) 5436 7888 Fax 1071 5491 6630
LONGITUDINAL SECTION
.-
IlCIlIICll'lTAl.
--------- "'.,-
, •• HG.W.Cf
"""
~-
: e ~WIlCHIar: tlOO !
l'IIO.lICf ••••
SHAI,Il""00 IIf'I!Q\~Stl Ilnln CIIlaIlrW KlDlI't1Il1
~ / ,.P'."e-- LAKE DOONELLA NOOSA
: D
lE 12"
VEllfiCAl •• N13078
1'l.ITl(1l .-.L 1lJIf~ !1STI
IIIVIf TIOlAS m!Q 1111
STAGE Cl • C6
Smart Consulting ~ L It •••••
~ -
,-", ~ QII •••• U••'
Il1 ~i'C 9260 FlICliNI 07 5ol1llf'U2
N13078.120
• F(Jl I CJlllJl,ll~ (f tItO\t'I (tvlSll.TMi lQUll ~TY LtD
Page 9
~I
I
~ 20.00m ROAD RESERVE ~
m
MOm I MOm 1,.32",
~ 30mm AC SURFACING
~
2.0% I lO% I 3.0% I ,.0
/
OJ-
I
I
~ EXIST"G KERB AND CHANNEL
.6.N0 ROAD TO BE DEMOLISHED
"-NO REMOVED
--
CH 320.000 --...L I
I
FINISHED
DATUM RL 5
Rl "8.5"0'7
ROTATE CROSS FAll
[;TfEl TO TMRBEAM
STD. GUARDRAIL
II
TO -2%, Mill EITHER SIDE ORG lUI,
OF CHAINAGE 315.000 1.2 •• HIGH POOl TYPE FENCE TO
~ LANDSCAPE'RCHITECTS DETAILS
~ I
,Y" - I
I
I
-t::,{., AND (HANNfL
BID BASIN 'C'. AEFEA DRCi
N13078-130 FDA DUALS.
CH 300.000
--
TO IPWEAQ STD ORG A-OOSO.
~ C iiuASOAFXt£ PXVEMtNf MXIN
DATUM Rl 5
I
TO IPWUQ S10 ORG R-0140.
FJNISHED Rl TI03
~I
~
m
~I I - INTERSECTION TWICiAUSH COURT -
I
~
~
--- T
I
I NOOSA COUNCIL
-
--
CH 280.000
--j-- DATUM
FINISHED Rl
RL 5
"9.3'9i APPROVED PLANS
OPW14/0197 3 OCT 2014
0
~I
~I
~f"~~~:;:~~t
--
-, --
,• "
~}JJ7\~~ ~Jo~44
.n
• IU"" "_""~T"'"
~_ C>CCIt
1,100 , • , , , I
K~ "1lllI1I
5
"
Al
-.oOO'I.JII 1M,
-..tc, ...•.
SURVEYOR, RPS
, INNOVATION PARKWAY, BIRTlNYA
Ph 1071 5436 7BBB Fo'IC (011 5493 6630
~n
-"
OM PROPERTIES
BROWN I.=
""'"
"",","UI""""
""-'
c:. ••_ TtTUI
SHIRE DRIVE
CROSS SECTIONS
1,200
_O_j /'.-e-- SHEET 2 OF 2
1'''--.'''',
eo-c~ a-l'.crIllItirc (llDJ Ptt IJd
LAKE DOONELLA NOOSA
DlI••.•••• Si'.UJI PlC'I!!1I1'£O \l.m
D
E N13078 ~I
I!AM .•• ~ 1Ft:0 ns'lt
T!O'AS 11'£:0 ,IU
STAGE C1 • C6
Smart Consulting
----- ••...--
lJroIl"
I.,.
..,.G:.D .•••••k4lN
a1 wo n60 FDooOI a1 SUO"" '=1
DOUo_G*-
N13078£122 I .-
Fc.l & C!fIllE~JUrf~"'" (tJl9.lTJoG«l:.OIPtl' LtO
"-
Page 10
-
NOOSA COUNCIL
APPROVED PLANS
OPW14/0197 3 OCT 2014
[OCR of page images]
ISLAND SETOUT
NOTE: POINT | EASTING | NORTHING -
REFER TO N13078-110 FOR ROADWORKS 1 5096.763 120.451 r
AND DRAINAGE NOTES AND LEGEND. 2 5099.259 119.046
3 5098.836 | 117.937 NOTES:
4 5094.875 | 118.804
KERB SETOUT 5 5094.671 | 119.269 2
POINT | EASTING | NORTHING $ 5095.140 120.014
N 5096.558 | 1132.985 ISLAND DETAIL
2 5099.895 123.028 TT
| 3 5112.563 115.554 SCALE (AN) 110
4 5110.147 109.037
5 5103.126 1112.064
6 5094.844 1115.217
7 5088.54 | 1114.788
8 5164.134 | 096.434
9 5180.793 1101.040
10 5178.614 1092.030
1 5173.332 1082.91
2 5167.585 | 1078.791
B 5161.032 1090.172
14 5209.803 128.482
15 521.386 114.038
16 5207.975 | 109.787
1 5193.530 | 108.205
18 5266.515 1032.817
19 5270.564 | 1017.679
20 5257.723 | _1017.365
21 5261.065 1031.180
22 5103.056 1027.145 R:46.525
3B 5086.309 | 1028.386 A:8.875,
2h 5091441 | 1042.231 ee
25 5104.951 1032.255 REFER ISLAND 159
DETAIL FOR SETOUT.
TYPE A - HEAVY DUTY 150 THICK CONCRETE R:10.275
166 VEHICLE CROSSING. (EXPOSED AGGREGATE FINISH) A:14.247
REFER I.P.W.E.A.Q. STD. SL82 MESH 162
DRG. SEQ-RO0S1
165
R:30.275
R:8.725 A:17.017
—_ [A37.219 SECTION AY
™ SCALE {A1): 1:100 YT)
SCALE (A3):1:200
SIGNS AND LINEMARKING LEGEND
SINGLE BLADE STREET NAME SIGN
DOUBLE BLADE STREET NAME SIGN
R:14.775,
A:18.462
R: 10.300
A:11,063
1. ALL SIGNAGE AND ROAD FURNITURE TO BE IN ACCORDANCE WITH
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
ALL STREET NAME SIGNS AND ROAD SIGN INSTALLATION TO BE IN
ACCORDANCE WITH I.P.W.E.Q. STD. DRG. R-0130.
77
R: 30.275
A14.346
TYPE A - HEAVY
DUTY VEHICLE
CROSSING. REFER
L.P.W.E.A.Q. STD.
DRG. SEQ-R051
DRIVEWAY SETOUT
3mm WIDE x D/4 DEEP SAWCUT
JOINT. TYPE ‘A’ SEALANT.
CUT 100 WIDE EVERY 2ND BAR IN
MESH CROSSING JOINT. IF COVER
LESS THAN D/4& ALLOW MESH TO
SAG LOCALLY UNDER SAWCUT.
SAWCUT JOINT
CONCRETE DRIVEWAYS
SCALE 1:20 (At)
SCALE 1:40 (43)
APPROVED
POLYURETHANE 6mm
SEALANT (‘DYNATROL'
BY DYMERIC OR
APPROVED EQUIVALENT)
a| 2
é H :
6
s a2
BIS
1 tS
SK =(5
BACKING ROD ys
ol=
N=
a
3mm
INITIAL 3mm SAWCUT TO
BE CUT WITHIN 24
HOURS OF POURING SLAB
JOINT FILLING TYPE ’A’
SCALE 15 (At)
SCALE 1:10 (A3)
TP 116.759
120
TP 120.874
R: 30.275
A:15.850
TP 129.474
175
TYPE A - HEAVY DUTY
// venue CROSSING.
REFER I.P.W.E.A.Q. STD.
DRG. SEQ-R0S51
EP 135.559
R:7.313
A:30.270
181
S R 30.275 j \\ POINT | EASTING | NORTHING
™ A:17.017 \ 1 5253.191 | 1005.274 REFER DRIVEWAY SETOUT LEVELS
2 5256.171 | 1002.254
3 5256.171 | 101.804
4 5258.767 | 101.786
TYPE A - HEAVY DUTY VEHICLE CROSSING. 5 5258.793 | 105.663
REFER |.P.W.E.A.Q. STD. DRG. SEQ-ROS1 : 7 5759-050 | 1006-325
' * a 7 5259.180 | 106.469
8 5260.875 106.858 NOOSA COUNCIL
8 9 5257.455 | 109.934
REFER DRIVEWAY SETOUT 10 5257.247 | 108.208 APPROVED PLANS
1 5256.474 | 107.852
DRIVEWAY DETAIL 2 5.235.219 107.994 OPW14/0197 3 OCT 2014
SCALE 1:10 (A1) 13 5235.201 1005.394
SCALE 1:20 (A3)
FILE: N13078-124.dwq DATE: 05-08-2014 TIME: 15:10
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-INTERSECTION DETAILS USR: nathan taylor
Tear [ones Donen] ONT SOME TENET TECROPT he cen DRAWS TTT
AMENDMENT DETAILS Desian cnecK SURVEYOR: RPS
We 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ (CONSULT AUSTRALIA INTERSECTION DETAILS AND
iG = e 1250 5 0 5 wat Ph (07) 5436 7888 Fax (07) 5493 6630 —_ SIGNS AND LINEMARKING PLAN
u 4500 AB. 7
Bie [Drawn cxecx] PROJECT Wo ‘APPROVED SHAUN PILCHER REQ 14583 Brown Consutthg (QLD) Pry Ltd SHEET 1 OF 3
MIo LAKE DOONELLA N . istns Eamoed a
aE N13078 (Fee fairs Bam A NOOSA Smart Consulting lian tin whence ey [SIO TR
t STAGE C1 - C6 — oe N13078-124 A
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Racers Caters Kntome day Sayan SentinsCoet 104004
Page 11
-
NOOSA COUNCIL
APPROVED PLANS
OPW14/0197 3 OCT 2014
[OCR of page images]
Zz
NOTE:
REFER TO N13078-110 FOR ROADWORKS
AND DRAINAGE NOTES AND LEGEND.
KERB SETOUT
POINT EASTING NORTHING
26 5178.794 1169.708
27 5162.046 1170.949
28 5167.179 1184.794
29 5180.689 1174.818
32 5200.092 1247.133
33 5183.344 1248.374
34 5188.47 1262.219
35 5201.986 1252.243
36 5305.657 1210.772
37 5296.083 1219.993
38 5286.386 1225.038
39 5283.194 1230.225
40 5292.651 1240.463
41 5301.849 1237.003
42 5313.680 1214.249
42A 5320.266 1209.632
47 5303.124 1295.512
48 5303.080 1293.442
49 5301.905 1265.523
50 5301.860 1263.430
R:8.725
A:37.219
152
153
TYPE A - HEA
REFER |.P.W.E.
BITUMEN
SL92 MESH 40mm COVER
MESH DISCONTINUED AT THE JOINT
TYPE A -
SEQ-R051
IMPREGNATED BOARD N16 GALVANIZED BAR
AT 300mm CENTRES 180mm CONCRETE SLAB
(GRADE N32)
COMPRESSIBLE JOINT MATERIAL
("ABLEFLEX’ OR SIMILAR)
LIP LEVEL AS SHOWN ON
INTERSECTION DETAIL DRAWINGS
500mm (TYP.)
THICKENING TO PERIMETER
OF ALL R.C. AREAS
*ONE SIDE OF DOWEL BAR SHOULD BE GREASED
PAVEMENT MATERIAL
DETAIL ‘A’
SCALE 1:20 (A1)
KEY JOINT DETAIL SECTION (8 SCALE 1:40 (A3)
SCALE 1:10 (A1) SCALE: 110 TAT - /
SCALE 1:20 (A3) SCALE: 1:20 (A3) 4
go
a
2
a
EXPOSED AGGREGATE FINISH SL92 MESH APPROVED POLYURETHANE 5
40mm COVER SEALANT (DYNATROL BY x
DYMERIC OR APPROVED 5
EQUIVALENT). 6mm
\ IMPREGNATED BOARD
WITH N16 GALVANIZED BAR
AT 300mm CENTRES
SAWCUTS AT MAXIMUM 5.0m
SPACINGS, REFER DETAIL ‘B’
HEAVY DUTY.
Wemelt cRgcchns nerre ~—-LYPICAL INTERSECTION THRESHOLD TREATMENT
I.P.W.E.A.Q.
STD. DRG. SCALE 1:100 (A1)
SCALE 1:200 (A3)
A:17.017
R: 30.275
R: 30.275
A:17.017
DUTY VEHICLE Cl
-Q. STD. DRG. SEQ-R0S1
REFER DETAIL ‘A’
BACKER ROD
70mm DEEP SAW CUT
SAW CUT
DETAIL ‘B’
SCALE 1:1 (A1)
SCALE 1:2 (A3)
139
TYPE A - HEAVY DUTY VEHICLE CF
REFER |.P.W.E.A.Q. STD. DRG. SEQ-I
R:8.725
A:37.219
R: 30.275 138
ROSSING.
R:8.875
A:16.603
NOOSA COUNCIL
154
A:17.017
R:30.275
A:17.017
142
TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.A.Q. STD. DRG. SEQ-R051
MESH REINFORCEMENT
3-N12_ TRIMMER
BARS (1.5m LONG)
134
R:10.275
A:16.011
R:10.275
A:15.317
R: 10.300
AM,523
R: 24.700
A:11.485
R:49.725
A:2.071
240
R:50.275
A:2.094
250
260
280
R:27.775
A:26.658
|
APPROVED PLANS / j a
FILE: N13078-125.dwq DATE: 05-08-2014 TIME: 15:09
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-INTERSECTION DETAILS USR: nathan taylor
AMENDMENT DETAILS: DESIGN CHECK SURVEYOR: RPS , a
aN HO 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ (CONSULT AUSTRALIA INTERSECTION DETAILS AND
Ba ara se Pa WaT EDT ae 0 5 pn Ph (07) 5436 7888 Fax (07) 5493 6630 | wi SIGNS AND LINEMARKING PLAN
gle [pRawn cHEcK, PROMECT Wo, ‘APPROVED SHAUN PLCHER RPEO. 1583 Brow Consulting (QLD SHEET 2 OF 3
MD LAKE DOONELLA N , ss Eaol sa]
aE N13078 J Fee EES A NOOSA Smart Consulting lian tin whence ey [SIO TR a
' STAGE C1 - C6 — . ‘tam N13078-125 B
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Deabans Corben Miibomie dychay Cagepon BenatineCoe: = Lic 4084
Page 12
-
NOOSA COUNCIL
APPROVED PLANS
OPW14/0197 3 OCT 2014
[OCR of page images]
NOTE:
REFER TO N13078-110 FOR ROADWORKS
AND DRAINAGE NOTES AND LEGEND.
KERB SETOUT
POINT EASTING NORTHING
N 55 5206.652 1423.485
| 56 5200.440 1426.171
57 5192.354 1424.281
58 5203.802 14.41.9546
59 5205.872 1436.735
60 521.003 1433.035
61 5245.141 1420.91
62 5257.396 1428.719
63 5263.888 1427.280
64 5271.696 1415.024
65 5287.315 1411.562
66 5303.163 1391.808
67 5292.713 1390.207
68 5283.486 14.01.707
69 5292.61 1337.560
70 5282.212 1327.292
nN 5282.538 1321.835
72 5292.680 311.557
73 5222.017 1333.903
Th 5205.256 1332.848
75 5208.452 1347.263
16 5223.196 1339.224
FILE: NIBOT8-126.dwg DATE; 05-08-2014 TIME: 1:10
PXref's: X-NBOI8-TIT X-NB078-BASE X-NBOTS-INTERSECTION DETAILS USR: nathan taylor
R:30.275
A:6.781
120
129
75
S
R: 30.275
A:6.338
121
REFER ISLAND
DETAIL FOR SETOUT.
STAGE C1
/
TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.A.Q. STD. DRG. SEQ-R051
R:30.275
A:17.017
R:30.275
A:17.017
132
TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.A.Q. STD. DRG. SEQ-R051
1
472 696
|" 4g
R:10.275
A:16.140
124 R11.775
A:15.932
124
125
R:10.275
A:16.340
ISLAND _DETAI
SCALE (A1) 1:10
ISLAND SETOUT
POINT [| EASTING | NORTHING
1 5258.022 | 1418.952
2 | -5258.996 | 1423.35
3 5260.168 | 1423.085
4 5259.194 | 1418.692
L GRADE N32 CONCRETE
EXPOSED AGGREGATE FINISH.
ISLAND TO BE PAINTED WITH
RETROREFLECTIVE PAINT
R:20.225 VARIES
A:27.366
A.C. ROADWAY
SL82 MESH
(60 COVER)
SECTION (“A
SCALE {At}: 1:100 NE,
420 SCALE (A3):1:200
TP
200
NOOSA COUNCIL
| APPROVED PLANS
OPW14/0197 3 OCT 2014
FRAT [CALCS [DRAWN] _OATE
vesue TTF [a [eon
AMENDMENT DETAILS.
DESIGN CHECK
NT [nt [05.08.16
FOOTPATH WIDTHS AMENDED TO 1.50.
=>
4250
5
"SCALE (METRES 7
0M
4500
DRAWN cHECK|
moo] @]>
oszmEozm
a3
"MICROFILM No.
PROJECT No.
N13078
SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630
"APPROVED.
MATHEW HILL RPEQ 11578
FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD
SHAUN PILCHER REQ 14593}
‘CLIENT
QM PROPERTIES
PROJECT
LAKE DOONELLA NOOSA
STAGE C1 - C6
BROWN
Smart Consulting
(CONSULT AUSTRALIA
Brown Consulting (QLD) Pty Ltd eng
Laval 3, 16 movin Parke, Ripe QLD Auralin 4875 Cony
‘Teephons_ 07 5470 9260 Facsimile 0754709262 gown
Racers Caters Wbowee tty Sapwen tention: 164084
‘DRAWING TITLE
INTERSECTION DETAILS AND
SIGNS AND LINEMARKING PLAN
SHEET 3 OF 3
‘DRAWING NUMBER
N13078-126
The text continues on page 13.