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Development Application part 3
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3 SEP 2013
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SCC CORRESPONDENCE
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Page 2
r ,
DRAWING REGISTER I TRANSMITTAL
=-.
-
-:::r meal.
!II~
PROJECT NAME: Noosa Domain Retirement Village, Noosaville -
URIANe 0 N S U l TAN T S
PROJECT NO: M1717E 2 237-239 Bradman Avenue, Maroochydore
Tel 07 5443 2500 Fax 0754434759
Day 28
SCHEDULE SHEET 1 OF 1 Month 8
Year 2013
Drawing No. Title Revision
M1717E 2 R01 ROADWORKS -LAYOUT PLAN A
M1717E 2 R02 ROADWORKS -
DRAINAGE LAYOUT PLAN A
M1717E 2 R03 ROADWORKS TEMPORARY SITE ACCESS ROAD A
M1717E 2 R04 TEMPORARY SITE ACCESS ROAD CROSS SECTIONS A
M1717E 2 SL01 SIGNS AND LlNEMARKING PLAN A
DISTRIBUTION NO. OF COPIES tiSSUE
JFP Urban Consultants Pty Ltd (Surveyors)
Noosa Domain Pty Ltd -
Stewart Gull
Sunshine Coast Regional Council -
Brad Carey 3A
ISSUE: A - APPROVAL C -
CONSTRUCTION P - PRELIMINARY X - INFORMATION
Issued By: ADF
Drawing Size: (AO,A1, A3, A4) A3
Transmitted Via: 4
TRANSMITTED: 1 - COURIER 2 - EMAIL 3 - FAX 4 - HAND 5 - MAIL 6 - PICKUP
M1717E 2 Drawing Transmittal.xls
[OCR of page images]
DRAWING REGISTER / TRANSMITTAL == MTae a
. . ., Foe
PROJECT NAME: Noosa Domain Retirement Village, Noosaville oaeae carn renee
PROJECT NO: M1717E 2 237-239 Bradman Avenue, Maroochydore
Tel 07 5443 2500 Fax 07 5443 4759
28
SCHEDULE SHEET 1 OF 1 Month 8
Year 2013
Drawing No. Title Revision
M1717E 2 R01 _|ROADWORKS - LAYOUT PLAN A
M1717E 2 R02 _|ROADWORKS - DRAINAGE LAYOUT PLAN
M1717E 2 R03 __|ROADWORKS TEMPORARY SITE ACCESS ROAD.
M1717E 2 R04 __|TEMPORARY SITE ACCESS ROAD CROSS SECTIONS
M1717E 2 SLO1_|SIGNS AND LINEMARKING PLAN
DISTRIBUTION NO. OF COPIES / ISSUE
JFP Urban Consultants Pty Ltd (Surveyors)
Noosa Domain Pty Ltd - Stewart Gull
Sunshine Coast Council - Brad
ISSUE: A-APPROVAL C-CONSTRUCTION P-PRELIMINARY X- INFORMATION
Issued By: ADF
Drawing Size: (A0, A1, A3, A4) A3
Transmitted Via: 4
TRANSMITTED: 1-COURIER 2-EMAIL 3-FAX 4-HAND 5-MAIL_ 6-PICKUP
M1717E 2 Drawing Transmittal.xls
Page 3
~ ~.
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
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
~~
Ss hy M1717E 2 RO1 A — ROADWORKS LAYOUT PLAN
; N US | TAN -LEN
a s MI717E 2 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" - : - -
Ss M1717E 2 R A ROA TEMP. TC 49.258 | 7620.637 | 4788.264 | 343d27'30" - - - -
ee a ” CAD WORKS TEMPORABY SITE RECESS ROAD CROSS SECTIONS 1P2 54.892 | 7618.839 | 4794.319 - 10.000 6.317 | 64d33'39" | 11.268
a — cT 60.526 | 7612598 | 4795.297 | 278d53'51" - - - -
‘| oa TC 152.760 | 7521.474 | 4809.562 | 278d53°51" - - - -
S| es Sl G NS AND LI NEMARKING PLAN 5 1P3 160.617 | 7511588 | 481.110 ~ 10.000 10.007 | 900219" | 15.715
——— ———= M1717 2 SLO1 A SIGNS AND LINEMARKING PLAN te beet pa oe oe = - =
; Ph 203.172 | 7518.864 | 4857.386 : 10.000 9.989 | 89d56'010" | 15.697
CAUTION II CT 211.020 | 7508.999 | 4858.949 | 279400'00" - - - -
eS IPS 223.040 | 7497.127_ | 4860.829 | 279d00'00" - - 0406'09" -
* EXISTING SEWER 3009 & 3759 RISING MAINS.
CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
ADJACENT TO SEWER RISING MAINS.
* — CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO
WORK ADJACENT TO SEWER RISING MAINS.
CONTRACTOR TO PROTECT THESE EXISTING SEWER
—.RISING MAINS AT ALL TIMES. NO HEAVY EQUIPMENT
TO CROSS THESE MAINS.
« ANY DAMAGE TO THESE RISING MAINS WILL BE
RECTIFIED AT THE CONTRACTORS EXPENSE.
EXISTING 375 @ SEWER RISINGMAIN
TS
EXISTING 300 @ SEWER RISINGMAIN
1 4 i a —=" fF |] TRUCK SHAKEDOWN
} / fp for | | | ff 3 —REFER DETAIL DWG |
| f ] MITITE 2 ROZ 7 REFER TEMPORARY ACCESS ROAD
/ 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 TEMPORARY ACCESS ROAD LAYOUT DETAIL
ye (naga tas 2a
1:500 RIE lietacaee | guerre lie: 1:250
o_5 10 15 20 25 (A1) 1500 50 % a reaaaey Met ane pet O25 5 75 10 125 (At) 1260 25
(A3) 1:1000 ™ "1 KTP | 7641766 | 4751.995 | 4.272 (A3) 1:500
DETAILS:
enn
1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE PROVECT: Ay GUE E
>> BRISBANE - SUNSHINE COAST. CENTRAL C Rs 010 20 30 40 60 (At) 1:1000 100 ROADWORKS - LAYOUT PLAN M1717E2 RO1 A
= Al SS SSS lea aomonny ae
SUNSHINE COAST REGIONAL COUNCIL}?
mee
(0 NOT SCALE FROM THiS DRAWING USE ONLY CIMENSIONSPROMIED- FIN DOUBT PLEASE ENQUIRE NOOSA DOMAIN PTY. LTD.
Se a non ee ea ones SE “Spw12/0095
. ‘RPEQ S087 'RPEQ S691 'RPEQ 6086 | DRAWN
DE PROPOSED DEVELOPMENT AT
URBANCONSULTANTS 8 yn P AP —— ASL 4 cneceto [ADF | _A_| ORIGINAL ISSUE FOR COUNCIL 23/08/13 | DPC
Fonnooneenaror rouneanconsaranrsrv ir — Onpraaoce Clpecrsoso SMENe |welel SaTALS pare. Twi, | NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2 FILE NAME: ROAD.DWG
TCOMRIGNT © 701A IP ORGAN CONSULTANTS PTV LTD THIS DOCUMENT MAY HOT BE COPIED OF TRANSMITTED IV ANY FORM OR BY ANT MANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF FF URBAN CONSULTANTS FTV ITD
Page 4
’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
REMOVED
CREEK ROAD IS FREE DRAINING
TO PROPOSED 2 /900 RCP’s
TEMPORARY ACCESS ROAD WITHIN EENIE CREEK
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 | 4758.328 | 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
%,
ot
STABILISE OPEN DRAIN | Lio
SPOON DRAIN-FROM EENIE 1IN . Better
ROAD IS FREE DRAINING
SECTION A-A \ Datum RL 2.0
\ suse LENGTH OF EXISTING
ENSURE THE EXISTING CONCRETE CONCRETE SPOON DRAIN
SPOON DRAINING FROM EENIE REMOVED
CREEK ROAD IS FREE DRAINING
TO PROPOSED 2 /900 RCP's
EXISTING CULVERTS -
TEMPORARY ACCESS ROAD WITHIN EENIE CREEK
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
n 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 5
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
0>0: 00
<-’ <<
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0:0:
~~~ -’-
1:100
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HORIZ. CURVE DA T A
V.C.LENGTH Iml 10V
RADIUS OF CURVATURE R21
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TANGENT GRADE 1%1 2.178 % O. 08 % 0.627 %
-0,025 %
DA TUM R.L.-9,O
LHS EDGE OF ’"
co ~ ..... 0 ’" co ", co co co co ", co ’" ’" ’" 0 ’" ’" ~
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Page 6
CAUTION !!
~ EXISTING SEWER 300 & 37S RISING MAINS.
ACCESS ROAO CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
150mm CBR 15 BASE ADJACENT TO SEWER RISING MAINS.
CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
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----~-----
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PLANNERS 10
IIIIIBI! Al -
CROSS SECTIONS LOCAL AUTHORITY REF;
-
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JFP House. 76 Ernest Street,
South Bmbane Qld 4101
URBAN DESIGNERS
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CAUTION !!
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ACCESS ROAD CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
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URBANCONSULTANTS mre Onmaenos — Cnvea.soso cara, [a are: [wir | NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2 FLENAME: ROAD SECTIONS.DWG
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Page 7
REFER TEMPORARY SITE
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-
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~
CONSTRUCTION TEMP SITE ACCESS
ROAD IS OPERA TlONAL
("("’W("
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RO-4{) ROUNDABOUT
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TEMPORARY SIGN INSTALLED
WHILE CONSTRUCTION TEMP SITE
ACCESS ROAD IS OPERATIONAL
DESIGN PARAMETERS
WS-22B VEHICLE LINE OF SIGHT
AUSTROADS GUIDE TO ROAD DESIGN, PART 3 GEOMETRIC DESIGN 2010
OVERALL LAYOUT
SIGHT DISTANCE 1:1000
10 20 30 40 50 (A1)1:1000 100
POSTED SPEED 80km/h DESIRABLE DISTANCE (2.5 secs REACTION TIME) (A3)1:2000
DESIGN SPEED 90km/h DESIRABLE DISTANCE (2.5 secs REACTION TIME)
EXISTING
NORTH EASTERLY DIRECTION = 215m + GRADE CORRECTION (+1.0% GRADE =
Om) = 215 = 215m
CONCRETE DRAIN
EXIS TlNG EDGE LINE
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-- BRISBANE -
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CENTRAL QLD PLANNERS 10 20 30 40 50 (A1)1:1000 100
SIGNS AND LlNEMARKING PLAN Ml717E 2 SLOi
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URBAN DESIGNERS LOCAL AUTHORITY REF:
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DESIGN PARAMETERS
AUSTROADS GUIDE TO ROAD DESIGN, PART 3 GEOMETRIC DESIGN 2010
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DESIGN SPEED 90km/h DESIRABLE DISTANCE (2.5 secs REACTION TIME)
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DATE: | INIT:
EXISTING EDGE LINE
EXISTING EDGE LINE
EXISTING LANE LINE
TEMPORARY SITE ACCESS ROAD LAYOUT DETAIL
SIGNS AND LINEMARKING PLAN
NOOSA DOMAIN PTY. LTD.
PROPOSED DEVELOPMENT AT
NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2
1:250
o_25 5 75 10 125 (A1) 1:250 25
(A3) 1:500 “es
"M1717E 2 SLO1 -
LOCAL AUTHORITY REF:
SUNSHINE COAST REGIONAL COUNCIL
“OPW12/0095
FILE NAME:
SIGNS.DWG