Original source · versioned page text
Approved Plans
~ ~.
ROADWORKS PLANS
M1717E 2
M1717E 2
ROl
R02
A
A
ROADWORKS LAYOUT PLAN
ROADWORKS DRAINAGE LAYOUT PLAN
PT CHAINAGE
TEMPORARY SITE ACCESS ROAD
EASTING NORTHING BEARING
-
CONTROL LINE DETAILS
RADIUS TANGENT DEF ANGLE ARC-LEN
Ml717E 2 R03 A ROADWORKS TEMPORARY SITE ACCESS ROAD LONGITUDINAL SECTION IP1 0.000 1634.662 4141.045 343d2T30" - - - -
’"
fh Ml717E 2 A TC 49.258 1620.631 4188.264 343d2T30" - - - -
R04 ROADWORKS TEMPORARY SITE ACCESS ROAD CROSS SECTIONS
IP2 54.892 1618.839 4194.319 - 10.000 6.311 64d33’39" 11.268
CT 60.526 1612.598 4195.291 218d53’51" - - - -
SIGNS AND LlNEMARKING PLANS TC
IP3
152.160
160.611
1521.414
1511.588
4809.562
4811.110
218d53’51"
-
-
10.000
-
10.001
-
90d02’19"
-
15.115
CT 168.414 1513.142 4820.995 8d56’010" - - - -
Ml717E 2 SLOl A SIGNS AND L1NEMARKING PLAN
TC 195.324 1511.313 4841.518 8d56’010" - - - -
IP4 203.112 1518.864 4851.386 - 10.000 9.989 89d56’010" 15.691
CT 211.020 1508.999 4858.949 219dOO’OO" - - - -
CAUTION !!
IP5 223.040 1491.121 4860.829 219dOO’OO" - - Od06’09" -
* EXISTING SEWER 300 & 37S RISING MAINS.
CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
ADJACENT TO SEWER RISING MAINS.
CONTRACTOR TO NOTIFY UNITYWAT~R PRIOR TO
WORK ADJACENT TO SEWER RISING MAINS.
CONTRACTOR TO PROTECT THESE EXISTING SEWER
SING MAINS AT ALL TIMES. NO HEAVY EQUIPMENT
TO C SS4’-IjIESE MAINS.
ANY DAMAGE TO THESE RISING MAINS WILL BE
RECTIFIED Ir THE CONTRACTORS EXPENSE.
EXISTING 300 SEWER RISINGMAIN
SUNSHINE COAST REGIONAL COUNCIL
APPROVED
OPW 13/0675 30 Sep 2013 I
J
ROAD EDGE SETOUT TABLE -
LHS
EENIE CREEK / ACCESS ROAD
PT No. TYPE EASTING NORTHING LEVEL
1 KTP 1621.538 4141.110 3.910
2 KTP 1624.431 4148.494 4.025
3 KTP 1626.549 4150.905 4.106
4 KTP 1621.549 4153.953 4.153
5 KTP 1621.551 4153.914 4.153
6 KTP 1621.211 4151.148 4.101
ROAD EDGE SETOUT TABLE - RHS
EENIE CREEK / ACCESS ROAD
OVERALL LAYOUT PT No. TYPE EASTING NORTHING LEVEL
TEMPORARY ACCESS ROAD LAYOUT DETAIL
1 KTP 1632.314 4151.529 3.991
8 KTP 1633.140 4154.880 4.065
1:500 1:250
9 KTP 1635.982 4152.914 4.145
10 15 20 25 (A1)1:500 50 o 2.5 5 7.5 10 12.5 (A1)1:250 25
10 KTP 1638.181 4151.906 4.219
(AJ)1:1000 11 KTP 1641.166 4151.995 4.212 (A3)1:500
PROJECT: LAN: ISSUE:
N 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
... BRISBANE SUNSHINE COAST ROADWORKS -
LAYOUT PLAN M1717E 2 R01 A
- -
CENTRAL QLD PLANNERS 10 20 30 40 50 (A1)1:1000 100
-- Al
-_’dFEBP
C)
URBAN DESIGNERS LOCAL AUTHORITY REf: :i
BRISBANE (A3)1:2000
JFP House. 76 Ernest Street, SUNSHINE COAST REGIONAL COUNCil
SURVEYORS DO NOTSCAL.t FftOM THIS DIIA-WING. VSfi ONLY DIMENSIONS 1’tI000DEO .IF IN DOUIT ’lEASEENOI."RE
South Brisbane Qld 4101 ---
NOOSA DOMAIN PTY. LTD.
~~~S!:1 0~::~~6 ::;:0 ~~~
APPROVED COUNCil REf:
__ P 07 3844 7161 W www.Jfp.comau ENGINEERS OH."cI(INNEY ’lJ
JfPl’R’ANCON’UI1ANT,P"rY lTD lANDSCAPE ARCHITECTS A.~ RPEQ5087
PROPOSED DEVELOPMENT AT OPW12/0095
URBANe 0 N S U L TAN T S A(N.O’041404’
;;-~~~-;~;-;;~;~~~T~~-;;~~-
CHECKED AOF A ORIGINAL ISSUE FOR COUNCil 23/08/13 DPC
O:~~ O:~~~ DATUM:AHO ISSUE: DETAlLS: DATE: INIT:
NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2 FilE NAME: ROAO.DWG
COf’VItKoIfT C 2011 J’’’UAQANCUll.t.NT) PTV lTO lHISOOCtJMfN’T MAY NOIIIlCOPIEOOllIAANSMm(O IN ANY fOAM 011 lilY ANY MEANS IN PART 011 IN WHOLl wtffiOUl TH[ WltlnlNCOHSlNT Of Jfl’ Ultll.t.NCONSUllAN I"ll’ tm
[OCR of page images]
ROADWORKS PLANS TEMPORARY SITE ACCESS ROAD - CONTROL LINE DETAILS
~~
s ky M1717E 2 RO1 A ROADWORKS LAYOUT PLAN
: N IUS | TAN LEN
a s Mies RO2 A ROADWORKS DRAINAGE LAYOUT PLAN PT CHAINAGE | EASTING | NORTHING | BEARING | RADIU' GENT | DEF ANGLE | ARC-LE
< a ww M1717E 2 RO3. A ROADWORKS TEMPORARY SITE ACCESS ROAD LONGITUDINAL SECTION (P1 0.000 7634.662 | 4741045 | 343d27'30" < - = =
== a M1717E 2 R A ROA TEMP. TC 49.258 | 7620.637 | 4788.264 | 343d27'30" - - - -
Bee Se ” CAD WORKS TEMPORABY SITE RECESS ROAD CROSS SECTIONS (P2 54.892 | 7618.839 | 4794.319 - 10.000 6.317 | 64d33'39" | 11.268
a aie cT 60.526 | 7612598 | 4795.297 | 278d53'51" - - - -
‘| a TC 152.760 | 7521474 | 4809562 | 278d53'51" - - - -
S| —— SIGNS AND LINEMARKING PLAN S 1P3 160.617 | 7511588 | 811.110 - 10.000 10.007 | 90d0219" | 15.715
~ >= M1717E 2 SLO1 A __ SIGNS AND LINEMARKING PLAN cr tesae pa ee | ee = - =
; Ph 203.172 | 7518.864 | 4857.386 - 10.000 9.989 | 89d56'010" | 15.697
CAUTION II CT 214.020 | 7508999 | 4858.949 | 279400'00" - - - -
— IPS 223.040 | 7497.127_| 4860829 | 279400'00" - - 0406'09" -
3K _EXISTING SEWER 3009 & 3759 RISING MAINS.
‘ - CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
| = - —. ADJACENT TO SEWER RISING MAINS.
| ——S= —_ * — CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO
— - = _ WORK ADJACENT TO SEWER RISING MAINS. i '
= * CONTRACTOR TO PROTECT THESE EXISTING SEWER | |
—._RISING MAINS AT ALL TIMES. NO HEAVY EQUIPMENT Ss | |
i TO CROSS THESE MAINS. HS S | |
. | * ANY DAMAGE TO THESE RISING MAINS WILL BE a am we |
[T RECTIFIED AT THE CONTRACTORS EXPENSE. nN oo J one — |
KR Oo cS
u te oS | i
r = v 5s |
YG |
EXISTING 375 @ SEWER RISINGMAIN
TS
EXISTING 300 @ SEWER RISINGMAIN
! | SUNSHINE COAST REGIONAL COUNCIL
oe aS
; ; APPROVED
ef RY ~ OPW 13/0675 30 Sep 2013
} Fak i a i] TRUCK SHAKEDOWN
J fo pf if foc i | ff | REFER DETAIL DWG | + REFER TEMPORARY ACCESS ROAD
TY i fF ft | MITITE 2 ROZ | LAYOUT DETAIL
EENIE CREEK / ACCESS ROAD
PT No.| TYPE | EASTING |NORTHING| LEVEL
KTP | 7621.538 | 4747.110 | 3.970
KTP | 7624.431 | 4748.494| 4.025
KTP | 7626.549 | 4750.905 | 4.106
1627.549 | 4753.953 | 4.153
KTP | 7627.551 | 4753.974 | 4.153
KTP | 7627.271 | 4757.148 | 4.107
auruns
x
4
7
EXISTING EDGE LINE
ROAD EDGE SETOUT TABLE - RHS —
EENIE CREEK / ACCESS ROAD
OVERALL LAYOUT PT No.| TYPE | EASTING [NORTHING] LEVEL
7 | KTP | 7632374 | 4757529 | 3.991
8 | KTP | 7633740 | 4754-880 | 4.065 5
1:500 1:250
Qt el io | te | aea87e7 | u7sious | «218 Nila at eS
(A3) 1:1000 1 KTP | 7641.766 | 4751.995 | 4.272 (A3) 1:500
TEMPORARY ACCESS ROAD LAYOUT DETAIL
DETAILS:
PROJECT: TA
M1717E 2 RO1
ISSUE: fe
A
enn
1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE ROADWORKS - LAYOUT PLAN
>> BRISBANE - SUNSHINE COAST. CENTRAL C Rs 010 20 30 40 60 (At) 1:1000 100
PJ
TAUB Eon aE Al — Loca Aumont nF
= FOP ——e—E |
GEE herabana cid ai ee NOOSA DOMAIN PTY. LTD.
; in
eM P07 38447161 Www NE APPROVED CaMGanney yasnaser yipareas PESO} DPE [COUNCIL REF
’ Ar weasoe’ — "Zrrcaseon Onpra cose
URBANC ONSULTANTS !sneancot ' abe _— — eo Gace TAGE] 0. | OMOINAL SUE FoRTcHURICL a/oe/1a | vec |_ PROPOSED DEVELOPMENT AT OPW12/0095
Siacainemawcmmanis OMAK — CySCOS | 2a A ee! eee} NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2 RENAME: _ROAD.OWG
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Page 2
’Lj I DIVERSION DRAIN
I-
Z
i5
c..
\ PT No.
SETOUT AND LEVEL TABLE
TYPE EASTlNG NORTHING LEVEL
l-
=>
o
I-
UJ
\ ~J
o
20
21
22
IP
IP
IP
7622.612
7623.644
7624.458
4751.752
4752.678
4753.675
3.460
3.445
3.428 050 Cl
Vl
Z
:;;:
Q:
ACCESS ROAD
150 BASE COURSE
PAVEMENT
GEOFABRIC PINNED AT
23 IP 7624.800 4755.363 3.405 2.594 2.500 1.0m CENTRES ON
iL!
24 IP 7624.564 4756.745 3.386 BATTERS
\ II 25
26
27
IP
IP
IP
7624.175
7623.834
7623.197
4757.424
4758.328
4758.976
3.376
3.363
3.328
3.0% 3.0%
o 28 IP 7620.005 4761.257 2.647
IEXI:DRAIN_ r-
_
_ _
\ --JI
_ -’
SECTION B-B Datum RL 0.0
~ ---
FINISHED RL 4.066
I-
Z
i5
c..
l-
=>
o
:’II I-
UJ
~o~\.: Vl
o\j~~\.~
~~
Q:
./7 0.5 Cl VARIES EXISTING PAVEMENT
~
ENSURE THE EXISTING CON RETE
I
0":-~J ’i~~~~
<
ST’BlLlSE OPEN
SPOON DR’A1N-FRQM EENIE EEK
11N 2 BATTER
ROAD IS FREE DR
TO
PROP~q.
t’lING
_
.
EXISTING CUlVERT
SECTION A-A
ENSURE THE EXISTING CONCRETE
\ _
5.745m LENGTH OF EXISTING
_
~".Rl"
CONCRETE SPOON DRAIN
SPOON DRAINING FROM EENIE
CREEK ROAD IS FREE DRAINING
REMOVED
SUNSHINE COAST REGIONAL COUNCIL
TO PROPOSED 2 /900 RCP’s
APPROVED
TEMPORARY ACCESS ROAD WITHIN EENIE CREEK
OPW 13/0675 30 Sep 2013
D ROAD RESERVE TO BE
150mm BASE COURSE PAVEMENT (CBR 151
WITH SINGLE COA T PRIMER SEAL
TRUCK SHAKEDOWN AND WASH
LI~t
l ~t DOWN ST ABllISED AREA
t~Si
\ _.-
40-75mm CRUSHED ROCK
150-200mm DEEP PAD
\
.?~o", "CATTLE" GRID MET AL OR TIMBER
---~
\ SLEEPERS
200mm CENTRES
100mm HIGH (
3.5m MINIMUM LENGTH
-,"--
TRUCK SHAI(Eill!MJtJhQi,IMcH.67
N.T.S.
MAINTENANCE PROGRAM FOR TRUCK SHAKEDOWN
TEMPORARY SITE ACCESS ROAD LAYOUT DETAIL THE CONTRACTOR IS TO INSPECT THE ENTRY /EXIT AND WASH DOWN
AREA TO ENSURE THA T IT IS NOT SILTED UP OR DAMAGED. ALL WATER
USED DURING WASHING AND MAINT AINING THE AREA IS TO BE
1:10
0.1 0.2 0.3 0.4 0.5 (A1)1:10
DIRECTED TO THE BUND.
(A3)1:20
PR JECT: LAN: ISSUE:
N 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
..- BRISBANE SUNSHINE COAST CENTRAL QLD 10 20 30 40 50 (A1)1:1000 100
ROADWORKS -DRAINAGE LAYOUT PLAN Ml717E 2 R02 A
- -
PLANNERS
- Ai
C)
URBAN DESIGN ERS lOCAL AUTHORrTV REF:
-
-
dF~P BRISBANE
JFP House -
76 Ernest Street,
South Brisbane Qld 4101
SURVEYORS
ENGINEERS APPROVED
(A3)1:2000
DO NOTSCAU FfIIOMntlS OIIAWlNG. USl ONLY DIMENSIONS HtOVlOEO .I~ IN ()()UaT PUASE EHQUlIfIE
DESIGNED ope
NOOSA DOMAIN PlY. LTD.
SUNSHINE COAST REGIONAL COUNCIL
COUNCil REF:
... P 07 38447161 W www )Ip.comau O~~IC=:V ~~~~1 D~’::~’::!6 ope
LANDSCAPE ARCHITECTS A.~ OAAWN
PROPOSED DEVELOPMENT AT OPW12/0095
URBANe 0 N S U L TAN T S JfPlIRBANCON’UIlAN"Prv llO ’CN 05041’04’ ---.------------------------------
CHECKED ADF A ORIGINAL ISSUE FOR COUNCIL 23/08/13 DPC
OS.MARSH
RPEQ8068
OG.COlES
RPEQ8050
NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2
DATUM: AHO ISSUE: OETAILS: DATE: INIT: FILENAME: ROAD ORAINAGE.DWG
COf’Yll.IGHl Cl 2011 JfrUflllANCOHSUllAHTS ’’’’lTt) THIS PiXUMH(1 MAVNQllIlCOf’IEOOR IIIANSMm(OIH AHV FORM OfIIIY AM’ MfAP6IN ’AIIT ORIHW~l WtTMOVf THE WRInU~COHSlNT Of Jfl’URBANCONSUL’AHTh I’TY lrD
[OCR of page images]
DIVERSION DRAIN
SETOUT AND LEVEL TABLE
PT No. | TYPE | EASTING |NORTHING| LEVEL
20 IP | 7622.612 | 4751.752 | 3.460
21 IP | 7623.644 | 4752.678 | 3.445
22 IP | 7624.458 | 4753.675 | 3.428
23 IP | 7624.800 | 4755.363 | 3.405
ACCESS ROAD
150 BASE COURSE
PAVEMENT
ORAIN SETOUT POINT
GEOFABRIC PINNED AT
1.0m CENTRES ON
24 | IP | 7624.564 | 4756.745 | 3.386 ——s BATTERS
25 | IP | 7624.175 | 4757.424 | 3.376 ~
26 | IP | 7623.834 | 4758328 | 3.363
21 | IP | 623.197 | 4758.976 | 3.328 le .
28 | IP_| 7620.005 | 4761257 | 2.647 STABILISE OPEN DRAIN = x EXE T ORAM
1IN 2 BATTER oS Sas, —--
poet —— ~
ORIGINAL N{S
SECTION B-B | Datum RL 0.0
FINISHED RL 4.066
z
oO
2
-
5
3
E
a
z
Z|
055] VARIES 1920 EXISTING PAVEMENT
%,
rink
SPOON DRAIN-FROM EENIE steal DRAIN |
ROAD IS FREE DRAINING
SECTION A-A Datum RL 2.0
EXISTING CULVERTS \ snus LENGTH OF EXISTING
a SPOON ORAINNG FROM ENE. Ca ReeSOOe CRA
REMOV
CREEK ROAD IS FREE DRAINING EMOVED SUNSHINE COAST REGIONAL COUNCIL
TO PROPOSED 2 /900 RCP's
TEMPORARY ACCESS ROAD WITHIN EENIE CREEK oPpw 13/0675 30 Sep 2013
ROAD RESERVE TO BE
150mm BASE COURSE PAVEMENT ( CBR 15)
WITH SINGLE COAT PRIMER SEAL
TRUCK SHAKEDOWN AND WASH
DOWN STABILISED AREA
40-75mm CRUSHED ROCK
VEHICLE 150-200mm DEEP PAD
NTRY/EXIT
ZDUSIN ENTRYZE “CATTLE” GRID METAL OR TINBER
| SPOON DRAIN SLEEPERS
| exist EDSt ws 100mm HIGH @ 200mm CENTRES
3.5m MINIMUM LENGTH
CLEAN WATER IS TO
BE DIRECTED INTO
THE EXIST. DRAIN
VEHICLE ACCESS
IS TO BE CLEAR OF
SERVICES
TRUCK SHA\ H67
NTS.
MAINTENANCE PROGRAM FOR TRUCK SHAKEDOWN
TEM PO RARY SITE ACCESS ROAD LAYO UT DETAIL THE CONTRACTOR IS TO INSPECT THE ENTRY/EXIT AND WASH DOWN
AREA TO ENSURE THAT IT IS NOT SILTED UP OR DAMAGED. ALL WATER
1:10 USED DURING WASHING AND MAINTAINING THE AREA IS TO BE
. DIRECTED TO THE BUND.
(ene &
N 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Pans
15SUt
AN ENTRAL QL At 01020 3040 _50__(At) 1:1000 100 ROADWORKS -DRAINAGE LAYOUT PLAN M1717E 2 RO2 A
RBAN (A3) 1:2000 “— LOCAL AUTHORITY REF
SUNSHINE COAST REGIONAL COUNCIL
100 NOTSCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROMIOED-IFIN DOUBT PLEASE ENQUIRE
>> BRISE
F
= mi) et)
pesicneo] DPC NOOSA DOMAIN PTY. LTD.
Pp 40 Ww fi NGIN mee CaEManmey gparrasen yssareas | PEED BPE (COUNCIL REF:
URBANCONSULTANTS —— st --- m= AS MARSH a cnecre [ADF |_A_| ORIGINAL ISSUE FOR COUNCIL 23/08/13 | ppc | PROPOSED DEVELOPMENT AT OPW12/0095
Dhreaecss Orreaeoso ATUNGAND || Gk0e DITAAS pare Tut.| NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2 FILENAME: ROAD DRAINAGE. DWG
‘COPYRIGHT © 2011 IF URDAN CONSULTANTS PIV LTD THIS DOCUMENT MAT HOT BECOPIED OF TRANSMITTED IW ANY FORM OR BY ANY MEANS TN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF FP URBAN CONSULTANTS PTY ITD
Page 3
12,200
7,061 5,139
llN 2 BATTER
2.500 2.500 IGEOFABRIC PEGGING @I
1.0m CENTRES
3 0
EENIE CREEK ROAD NOOSA DOMAIN RETIREMENT VILLAGE
~1
’"
~ 277%
",
~
I
u
TEMPORARY SITE ACCESS ROAD TEMPORARY SITE ACCESS ROAD
SINGLE COAT PRIME SEAL 150mm CBR 15 BASE Datum RL 0,00
150mm CBR 15 BASE
INTERNAL ROADS FORMED AS PART OF STAGE 1 BULK EARTHWORKS 2/900 DIA RCP’s I OVERALL LENGTH= 12,20ml
NO EARTHWORKS REQUIRED THIS STAGE NO HEADWALL OR NO WING WALLS
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I I I I I I I I I I I I 0 SUNSHINE COAST REGIONAL COUNCIL
PA VEMENT LEVELS ’" ..... ~ ", ’" N U"\ ~ U"\ 0 U"\ U"\ U"\ ~ ", 0 co U"\
N
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a; N U"\ ’" ..... ..... ’" U"\ :;; ", U"\ U"\ ..... ’" ’" ", ~ ’" .....
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co 0 ’" ..... ..... ’" ’" ’" ..... ..... ’" U"\ U"\ ~ ~ ~ ~ ~
..j ..j m
ALONG CONTROL LINE m m ", N N N N m m N N N N N N N N N N N N N N N
ORIGINAL NA TURAL SURFACE 0 0 U"\ U"\0 ’" co ..... ", ..... ", ", N ’" N ’" ..... ..z N ~
’" ~ ’" ’" ~ 0 ’" ..... ’" ’" co a; a; ’" ..... ’" co U"\ U"\ 0 a; ’"
OPW 13/0675 30 Sep 2013
N 0 ;;:; ’" ’" ’" co ..... ..... ..... ..... ..... ..... ..... ..... ..... ’" ’" ’" U"\ U"\ ~ ~
ALONG CONTROLLlNE N m m N N m N N N N N N N N N N N N N N N N N
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0
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N
LONGITUDINAL SECTION -
TEMPORARY SITE ACCESS ROAD
SCALE
PROJECT: N: ISSUE:
Horlzontlll:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
... Vertical 1:100
ROADWORKS TEMPORARY SITE ACCESS ROAD Ml717E 2 R03 A
BRISBANE -
SUNSHINE COAST -
CENTRAL QLD PLANNERS (AI)1:100 10
... --_.__._--_._-----
URBAN DESIGNERS
Ai LONGITUDINAL SECTION LOCAL AlIfHORITY REF:
(AI)1:1000
-
-
dFEBp BRISBANE
JFP House. 76 Ernest Street,
South Brisbane Qld 4101
SURVEYORS
_.__._--
10 20 30 40 50 100
NOOSA DOMAIN PTY. LTD.
SUNSHINE COAST REGIONAL COUNCIL
~’::~~6 D~:;:O ~:~
COUNCil REF:
ENGINEERS DT,,.,.,cKINNEY ’l1~:E~~:l 0
... P 07 3844 7161 W www.jfp.com.au
URBANe 0 N S U L TAN T S JfP lIRBAN CONSllLTANT, PTV LTO A.CN O~~~.__
LANDSCAPE ARCHITECTS
APPROIIEO~ RPEQ5087
CHECKED AOF A ORIGINAL ISSUE FOR COUNCIL 11/11/11 m
PROPOSED DEVELOPMENT AT OPW12/0095
OS,MARSH
RPEQ8068
OG,COlES
RPEQ80S0 NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2
DATUM:AHO ISSUE: OETAILS: DATE: INIT: FILENAME: ROAD SECTIONS.DWG
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RADIUS OF CURVATURE 321% R21 R972 0.42 % i, %
TANGENT GRADE (%) 2.418 % $4,667 % | -1.411% 0.408 % +0.627 % 1.129 4 -0.403 % | |” “J0.4a5]%
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DATUM R.L.-9.0
LHS EDGE OF glelel slel sl slal al al alelelalelalsielelelele
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RHS EDGE OF alol+| clel < ale| 2 ml mimlolalm|m|clalm|+lslo
eleis| sis] = gls| 2 s| siglelslalsisis|sisials
SIS/8| Sle] = sla] & 2] Se|S/S/ Sa sisi /slals
PAVEMENT mimla] ala] a ala] ow S| SNA] Ala] A| AIAN] A] a] A] A
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FILL SSI] sis] > ss| S 8] slelsislelslsisisisls/s/s SUNSHINE COAST REGIONAL COUNCIL
PAVEMENT LEVELS sheSsalsigl ele] gs} ela) sl al siglelsistelelelsisigisis
ALONG CONTROLLINE mPmsemima] ss] os] mim] S| my] Nfalm|s|e [a] lilaloula fas] APPROVED
ORIGINAL NATURAL SURFACE gisje| sis} $| sis) eg] sl sislslsisielslelsiaisis|s
ALONG CONTROLLINE S|m{m] Sfs}om) |S] S| ON] SININ|SIN|S]AISIAISIRIS/S OPW 13/0675 30 Sep 2013
PEGGED CHAINAGE Bkexe2 vo 88/8] sis] 8 2/8) 2 8) SlE/S/S/5|8/ 55/2 /8/S/8|2
Bese v 8/8/8] S s |e} & ) SIE/S/S/S/S/SE/S8/S/sis
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DETAILS:
PROJE
ROADWORKS TEMPORARY SITE ACCESS ROAD
LONGITUDINAL SECTION
NOOSA DOMAIN PTY. LTD.
PROPOSED DEVELOPMENT AT
LOCAL AUTHORITY
SUNSHINE Ct
|COUNCIL REF
COTM*KINNEY: WZIAFRASER —[-).PAPPAS DESIGNED} DPC
REQ 5087 nea 5691 prea sows [orawn | OPC
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nPeEQ S068 PEC O50 DATUM: AHD _ | issuE:| DETAILS: pare: | Nir
NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2
FILE NAME:
M1717E 2
ROS
REF:
-OAST REGIONAL COUNCIL
OPW12/0095
ROAD SECTIONS.OWG
SOPIRTGHT © TOLL HP UNBAN CONSULTANTS PIVITD THs DOCUMENT MAY NOT AL COPRD ON TRANSMITTED IN ANT FOR OR BY ANT MEANS INPART OR IN WHOUE WITHOUT THE WRITTEN CONSTNT OF
THF URBAN CONSULTANTS PTY UTD
Page 4
CAUTION !!
SUNSHINE COAST REGIONAL COUNCIL
~ EXISTING SEWER 300 & 37S RISING MAINS.
ACCESS ROAO
150mm CBR 15 BASE
APPROVED CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
ADJACENT TO SEWER RISING MAINS.
CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
"00 2.500 OPW 13/0675 30 Sep 2013 ADJACENT TO SEWER RISING MAINS.
CONTRACTOR TO PROTECT THESE EXISTING SEWER
J 3.0% ; 3.0% L-=-=:.-=.-=--==_.:::-_-==-..=--=-=-=._= STOCKPILE SURFACE
RISING MAINS AT ALL TIMES. NO HEAVY EQUIPMENTTO
----~-----
---
CROSS THESE MAINS.
120
-----
-------=::I::. Oatum RL 2
--
ACCES
150mm C
ROAO
15 BASE
ANY DAMAGE TO THESE RISING MAINS WILL BE
~--
ORIGINAL N/S
FINISHED RL 2.961 RECTIFIED AT THE CONTRACTORS EXPENSE.
2.500 2.500
STAGE 1 BULK EARTHWORKS SURFACE
3.0% 3.0%
3.0%
13.0% 3\STA:E EART:ORKS SURFAC;
1 BULK
I ~~* --’C
=\-----~ ’CORIG~A~N:’-------:atum: ORIGINAL N/S
100
STAGE 1 BULK EARTHWORKS SURFACE
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20 Datum RL 0
--
[ORIGINAL -’---------
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==-_.--.~.==._==-..=--=---_. ~ - . .
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GEOFABRIC PINNED AT 160 I Datum RL 1
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--
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FINISHED RL 4.066 FINISHED RL 2.835
CROSS SECTIONS -
ROAD NAME
SCALE 1:100
HAilS
.
PROJECT: PLAN: ISSUE:
Horizontlll:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
.... BRISBANE. SUNSHINE COAST.. CENTRAL QLD
VertiCil 1:100
1 3 (A1)1:100
ROADWORKS TEMPORARY SITE ACCESS ROAD Ml717E 2 R04 A
PLANNERS 10
IIIIIBI! Al -
CROSS SECTIONS LOCAL AUTHORITY REF;
-
-
dF~P BRISBANE
JFP House. 76 Ernest Street,
South Bmbane Qld 4101
URBAN DESIGNERS
SURVEYORS
10 20 30 40 50 (A1)1:1000 100
DO NOTICAlI FflOM nll5 DAAWlHG.lIS( ONLY D!ME"IS!OHS PROVIDED _IF IN OOUIIT I’lUoSf: [NQUlIIE
NOOSA DOMAIN PTY. LTD.
SUNSHINE COAST REGIONAL COUNCIL
o:p1aK=:" ~~~~~J O~’::;C:6 ::;:0 ~:~
APPROVED COUNCIL REF:
ENGINEERS
__ P 07 3844 7161 W www.Jfp.com.au
LANDSCAPE ARCHITECTS A..~ PROPOSED DEVELOPMENT AT OPW12/0095
URBANe 0 N 5 U L TAN T 5 JFPURBANCONSUlTANTSPTY.lTO A.tNOS04l404S ---------------------.---_.-.-----
CHECkED ADF A ORIGINAL ISSUE FOR COUNCIL nmm m
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OATUM:AHO ISSUE: DETAILS: DATE, INIT: FlLENAM’, ROADSECTIONS.DWG
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ACCESS ROAD
150mm CBR 15 BASE
2.500 2.500
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STAGE 1 BULK EARTHWORKS SURFACE
SUNSHINE COAST REGIONAL COUNCIL eauriON
* EXISTING SEWER 300% & 375@ RISING MAINS.
AP P ROVE D CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
ADJACENT TO SEWER RISING MAINS.
*¢ CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
OPW 13/0675 30 Sep 2013 ADJACENT TO SEWER RISING MAINS.
* CONTRACTOR TO PROTECT THESE EXISTING SEWER
RISING MAINS AT ALL TIMES. NO HEAVY EQUIPMENT TO
STOCKPILE SURFACE ACCESS ROAD CROSS THESE MAINS.
* ANY DAMAGE TO THESE RISING MAINS WILL BE
RECTIFIED AT THE CONTRACTORS EXPENSE.
Datum RL 2°
FINISHED RL 2.961
‘en N{S
16.454 |
CROSS SECTIONS - ROAD NAME
SCALE 1:100
CENTRAL QLD PLANNE
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80 Datum RL 2 STOCKPILE SURFACE
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STOCKPILE SURFACE ———
180 ! Datum RL 1
FINISHED RL 2.511
20 STAGE 1 BULK EARTHWORKS SURFACE Datum ALO ya N/S fo 1 BULK EARTHWORKS SURFACE
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150mm CBR 15 BASE
GEOFABRIC PINNED AT 160 I Datum RL1
2594 2.500 ite ie ON ‘ACCESS ROAD FINISHED RL 2.674
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STOCKPILE SURFACE 2.500 2.500
I
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Datum RL 0 140 IGINAL-N/S Datum RL 1
FINISHED RL 4.066 FINISHED RL 2.835
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SUNSHINE COAST REGIONAL COUNCIL
100 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROMIDED FIN DOUBT PLEASE ENQUIRE
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FILE NAME:
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NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2 ono SECTIONS. owe
‘COPYRIGHT © 2011 JF" URBAN CONSULTANTS PTV LTD TH DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANT TORM OR BY ANY TANS IV PART OF IN WHOLE WITHOUT THE WRITTEN CONSENT OF IT UNGAN CONSULTANTS PTY IT